Started by GitHub push by larour
Running as SYSTEM
Building remotely on <a href='/jenkins/computer/macOS-Intel' class='jenkins-table__link model-link model-link--float'>macOS-Intel</a> (mac) in workspace /Users/jenkins/workspace/macOS-Intel-Examples
The recommended git tool is: NONE
using credential 3c85c82b-fb35-4fea-b703-0aa4f155f9c7
 &gt; git rev-parse --resolve-git-dir /Users/jenkins/workspace/macOS-Intel-Examples/.git # timeout=10
Fetching changes from the remote Git repository
 &gt; git config remote.origin.url git@github.com:ISSMteam/ISSM.git # timeout=10
Fetching upstream changes from git@github.com:ISSMteam/ISSM.git
 &gt; git --version # timeout=10
 &gt; git --version # 'git version 2.37.1 (Apple Git-137.1)'
using GIT_SSH to set credentials GitHub Deploy Key - ISSMteam/ISSM - Jenkins
Verifying host key using known hosts file
 &gt; git fetch --tags --force --progress -- git@github.com:ISSMteam/ISSM.git +refs/heads/*:refs/remotes/origin/* # timeout=10
 &gt; git rev-parse refs/remotes/origin/main^{commit} # timeout=10
Checking out Revision 6f3d3e2044892d4e13a84a9496c8df53a7b055b8 (refs/remotes/origin/main)
 &gt; git config core.sparsecheckout # timeout=10
 &gt; git checkout -f 6f3d3e2044892d4e13a84a9496c8df53a7b055b8 # timeout=10
Commit message: "CHG: making sure modelid is an integer, so as to not recast it."
 &gt; git rev-list --no-walk 43367da578ea92238a2909acb2181e4cc0abf80c # timeout=10
[macOS-Intel-Examples] $ /bin/bash /var/folders/j6/3xhtbkbs3kj24wm4s4s4b99w0000gp/T/jenkins13395791817956199949.sh
Cleaning up execution directory
======================================================
             Determining installation type            
======================================================
   
List of changed files
---------------------
src/c/analyses/OceantransportAnalysis.cpp
src/c/modules/UpdateMmesx/UpdateMmesx.cpp
   
-- checking for changed externalpackages... no
-- checking for reconfiguration... no
-- checking for recompilation... yes
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       Skipping autotools                          
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       Skipping cmake                          
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       Skipping gsl                          
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       Skipping boost                          
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       Skipping dakota                          
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                    Compiling ISSM                    
======================================================
Making with 4 CPUs
/Library/Developer/CommandLineTools/usr/bin/make  all-recursive
Making all in src
Making all in c
  CXX      modules/UpdateMmesx/libISSMCore_la-UpdateMmesx.lo
  CXX      analyses/libISSMCore_la-OceantransportAnalysis.lo
  CXXLD    libISSMCore.la
ld: warning: could not create compact unwind for _what0_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    libISSMModules.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm.exe
  CXXLD    issm_slc.exe
  CXXLD    kriging.exe
  CXXLD    issm_dakota.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_post.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
Making all in m
make[3]: Nothing to be done for `all'.
Making all in wrappers
Making all in matlab
  CXXLD    libISSMMatlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    BamgConvertMesh_matlab.la
  CXXLD    BamgTriangulate_matlab.la
  CXXLD    BamgMesher_matlab.la
  CXXLD    ContourToMesh_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    ContourToNodes_matlab.la
  CXXLD    DistanceToMaskBoundary_matlab.la
  CXXLD    ElementConnectivity_matlab.la
  CXXLD    ExpSimplify_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    ExpToLevelSet_matlab.la
  CXXLD    InterpFromGridToMesh_matlab.la
  CXXLD    InterpFromMesh2d_matlab.la
  CXXLD    InterpFromMeshToGrid_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    InterpFromMeshToMesh2d_matlab.la
  CXXLD    InterpFromMeshToMesh3d_matlab.la
  CXXLD    IssmConfig_matlab.la
  CXXLD    M1qn3_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    MeshPartition_matlab.la
  CXXLD    MeshProfileIntersection_matlab.la
  CXXLD    NodeConnectivity_matlab.la
  CXXLD    PointCloudFindNeighbors_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack sizeld: warning: 
could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack sizeld: warning: 
could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    ProcessRifts_matlab.la
  CXXLD    PropagateFlagsFromConnectivity_matlab.la
  CXXLD    Scotch_matlab.la
  CXXLD    Triangle_matlab.la
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    Chaco_matlab.la
  CXXLD    Kriging_matlab.la
  CXXLD    CoordTransform_matlab.la
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
make[4]: Nothing to be done for `all-am'.
make[3]: Nothing to be done for `all-am'.
make[2]: Nothing to be done for `all-am'.
Making install in src
Making install in c
  CXXLD    issm.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_slc.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    kriging.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack sizeld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size

ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_dakota.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_post.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_slc.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    kriging.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_dakota.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)

ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
  CXXLD    issm_post.exe
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdakota_src_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnidr.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libteuchos.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpecos_src.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mod.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdfftpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_cubature.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_rules.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liblhs_mods.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsurfpack_fortran.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmga.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: object file (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libsparsegrid.a(sandia_sgmgg.cpp.o)) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libconmin.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libddace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libqueso.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libdream.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libfsudace.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libhopspack.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libncsuopt.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libcport.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libnomad.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/liboptpp.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libpsuade.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: dylib (/Users/jenkins/workspace/macOS-Intel-Examples/externalpackages/dakota/install/lib/libamplsolver.dylib) was built for newer macOS version (12.7) than being linked (12.0)
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_parallel_analysis_MOD_dmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_parallel_analysis_MOD_cmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_lu_m_MOD_dmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac2_ldlt_m_MOD_dmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_lu_m_MOD_cmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac2_ldlt_m_MOD_cmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_fac_par_m_MOD_dmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_fac_par_m_MOD_cmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___dmumps_save_restore_MOD_dmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___cmumps_save_restore_MOD_cmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_parsymfact_lumat: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_parallel_analysis_MOD_zmumps_ana_f_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_lu_m_MOD_zmumps_fac2_lu: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac2_ldlt_m_MOD_zmumps_fac2_ldlt: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_fac_par_m_MOD_zmumps_fac_par: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save_restore_structure: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_save: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for ___zmumps_save_restore_MOD_zmumps_restore_ooc: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _chseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_ana_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_fac_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_solve_driver_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zmumps_process_sym_blocfacto_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _cunmrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _dpbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sgehrd_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _shseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormlq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormql_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrq_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _sormrz_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _spbtrf_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zhseqr_: stack subq instruction is too different from dwarf stack size
ld: warning: could not create compact unwind for _zpbtrf_: stack subq instruction is too different from dwarf stack size
 ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Intel-Examples/lib'
 /bin/sh ../../libtool   --mode=install /usr/bin/install -c   libISSMCore.la libISSMOverload.la libISSMModules.la '/Users/jenkins/workspace/macOS-Intel-Examples/lib'
libtool: install: /usr/bin/install -c .libs/libISSMCore.dylib /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMCore.dylib
libtool: install: /usr/bin/install -c .libs/libISSMCore.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMCore.la
libtool: install: /usr/bin/install -c .libs/libISSMOverload.dylib /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMOverload.dylib
libtool: install: /usr/bin/install -c .libs/libISSMOverload.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMOverload.la
libtool: install: /usr/bin/install -c .libs/libISSMModules.dylib /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMModules.dylib
libtool: install: /usr/bin/install -c .libs/libISSMModules.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMModules.la
 ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Intel-Examples/bin'
  /bin/sh ../../libtool   --mode=install /usr/bin/install -c issm.exe issm_slc.exe kriging.exe issm_dakota.exe issm_post.exe '/Users/jenkins/workspace/macOS-Intel-Examples/bin'
libtool: install: /usr/bin/install -c .libs/issm.exe /Users/jenkins/workspace/macOS-Intel-Examples/bin/issm.exe
libtool: install: /usr/bin/install -c .libs/issm_slc.exe /Users/jenkins/workspace/macOS-Intel-Examples/bin/issm_slc.exe
libtool: install: /usr/bin/install -c .libs/kriging.exe /Users/jenkins/workspace/macOS-Intel-Examples/bin/kriging.exe
libtool: install: /usr/bin/install -c .libs/issm_dakota.exe /Users/jenkins/workspace/macOS-Intel-Examples/bin/issm_dakota.exe
libtool: install: /usr/bin/install -c .libs/issm_post.exe /Users/jenkins/workspace/macOS-Intel-Examples/bin/issm_post.exe
make[3]: Nothing to be done for `install-data-am'.
Making install in m
 ../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Intel-Examples/bin'
make[3]: Nothing to be done for `install-data-am'.
Making install in wrappers
Making install in matlab
 ../../.././aux-config/install-sh -c -d '/Users/jenkins/workspace/macOS-Intel-Examples/lib'
 /bin/sh ../../../libtool   --mode=install /usr/bin/install -c   libISSMMatlab.la libISSMApi_matlab.la BamgConvertMesh_matlab.la BamgMesher_matlab.la BamgTriangulate_matlab.la ContourToMesh_matlab.la ContourToNodes_matlab.la DistanceToMaskBoundary_matlab.la ElementConnectivity_matlab.la ExpSimplify_matlab.la ExpToLevelSet_matlab.la InterpFromGridToMesh_matlab.la InterpFromMesh2d_matlab.la InterpFromMeshToGrid_matlab.la InterpFromMeshToMesh2d_matlab.la InterpFromMeshToMesh3d_matlab.la IssmConfig_matlab.la M1qn3_matlab.la MeshPartition_matlab.la MeshProfileIntersection_matlab.la NodeConnectivity_matlab.la PointCloudFindNeighbors_matlab.la ProcessRifts_matlab.la PropagateFlagsFromConnectivity_matlab.la Scotch_matlab.la Triangle_matlab.la Chaco_matlab.la Kriging_matlab.la CoordTransform_matlab.la '/Users/jenkins/workspace/macOS-Intel-Examples/lib'
libtool: install: /usr/bin/install -c .libs/libISSMMatlab.dylib /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMMatlab.dylib
libtool: install: /usr/bin/install -c .libs/libISSMMatlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMMatlab.la
libtool: install: /usr/bin/install -c .libs/libISSMApi_matlab.dylib /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMApi_matlab.dylib
libtool: install: /usr/bin/install -c .libs/libISSMApi_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/libISSMApi_matlab.la
libtool: install: /usr/bin/install -c .libs/BamgConvertMesh_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgConvertMesh_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/BamgConvertMesh_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgConvertMesh_matlab.la
libtool: install: /usr/bin/install -c .libs/BamgMesher_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgMesher_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/BamgMesher_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgMesher_matlab.la
libtool: install: /usr/bin/install -c .libs/BamgTriangulate_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgTriangulate_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/BamgTriangulate_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/BamgTriangulate_matlab.la
libtool: install: /usr/bin/install -c .libs/ContourToMesh_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ContourToMesh_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ContourToMesh_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ContourToMesh_matlab.la
libtool: install: /usr/bin/install -c .libs/ContourToNodes_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ContourToNodes_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ContourToNodes_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ContourToNodes_matlab.la
libtool: install: /usr/bin/install -c .libs/DistanceToMaskBoundary_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/DistanceToMaskBoundary_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/DistanceToMaskBoundary_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/DistanceToMaskBoundary_matlab.la
libtool: install: /usr/bin/install -c .libs/ElementConnectivity_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ElementConnectivity_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ElementConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ElementConnectivity_matlab.la
libtool: install: /usr/bin/install -c .libs/ExpSimplify_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ExpSimplify_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ExpSimplify_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ExpSimplify_matlab.la
libtool: install: /usr/bin/install -c .libs/ExpToLevelSet_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ExpToLevelSet_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ExpToLevelSet_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ExpToLevelSet_matlab.la
libtool: install: /usr/bin/install -c .libs/InterpFromGridToMesh_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromGridToMesh_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/InterpFromGridToMesh_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromGridToMesh_matlab.la
libtool: install: /usr/bin/install -c .libs/InterpFromMesh2d_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMesh2d_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/InterpFromMesh2d_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMesh2d_matlab.la
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToGrid_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToGrid_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToGrid_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToGrid_matlab.la
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh2d_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToMesh2d_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh2d_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToMesh2d_matlab.la
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh3d_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToMesh3d_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/InterpFromMeshToMesh3d_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/InterpFromMeshToMesh3d_matlab.la
libtool: install: /usr/bin/install -c .libs/IssmConfig_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/IssmConfig_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/IssmConfig_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/IssmConfig_matlab.la
libtool: install: /usr/bin/install -c .libs/M1qn3_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/M1qn3_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/M1qn3_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/M1qn3_matlab.la
libtool: install: /usr/bin/install -c .libs/MeshPartition_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/MeshPartition_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/MeshPartition_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/MeshPartition_matlab.la
libtool: install: /usr/bin/install -c .libs/MeshProfileIntersection_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/MeshProfileIntersection_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/MeshProfileIntersection_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/MeshProfileIntersection_matlab.la
libtool: install: /usr/bin/install -c .libs/NodeConnectivity_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/NodeConnectivity_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/NodeConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/NodeConnectivity_matlab.la
libtool: install: /usr/bin/install -c .libs/PointCloudFindNeighbors_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/PointCloudFindNeighbors_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/PointCloudFindNeighbors_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/PointCloudFindNeighbors_matlab.la
libtool: install: /usr/bin/install -c .libs/ProcessRifts_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/ProcessRifts_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/ProcessRifts_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/ProcessRifts_matlab.la
libtool: install: /usr/bin/install -c .libs/PropagateFlagsFromConnectivity_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/PropagateFlagsFromConnectivity_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/PropagateFlagsFromConnectivity_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/PropagateFlagsFromConnectivity_matlab.la
libtool: install: /usr/bin/install -c .libs/Scotch_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/Scotch_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/Scotch_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/Scotch_matlab.la
libtool: install: /usr/bin/install -c .libs/Triangle_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/Triangle_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/Triangle_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/Triangle_matlab.la
libtool: install: /usr/bin/install -c .libs/Chaco_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/Chaco_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/Chaco_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/Chaco_matlab.la
libtool: install: /usr/bin/install -c .libs/Kriging_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/Kriging_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/Kriging_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/Kriging_matlab.la
libtool: install: /usr/bin/install -c .libs/CoordTransform_matlab.mexmaci64 /Users/jenkins/workspace/macOS-Intel-Examples/lib/CoordTransform_matlab.mexmaci64
libtool: install: /usr/bin/install -c .libs/CoordTransform_matlab.lai /Users/jenkins/workspace/macOS-Intel-Examples/lib/CoordTransform_matlab.la
make[4]: Nothing to be done for `install-data-am'.
make[4]: Nothing to be done for `install-exec-am'.
make[4]: Nothing to be done for `install-data-am'.
make[3]: Nothing to be done for `install-exec-am'.
make[3]: Nothing to be done for `install-data-am'.
make[2]: Nothing to be done for `install-exec-am'.
make[2]: Nothing to be done for `install-data-am'.
Testing example: AMR

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Coarse mesh
Construction of a mesh from a given geometry
   Step 2: Parameterization
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
   Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
iteration 1/500  time [yr]: 1.00 (time step: 1.00)
   computing smb 
   computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)

[0] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...


[1] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...

loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-11-29-2024-17-29-18-49823//mismip.outbin: No such file or directory
[Warning:
============================================================
   Binary file mismip.outbin not found!

   This typically happens when the run crashed.
   Please check for error messages above or in the outlog
============================================================
] 
[&gt; In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)] 
[Warning: Directory already exists.] 
[&gt; In AMRexportVTK (line 17)
In runme (line 68)] 
Unrecognized field name "TransientSolution".

Error in AMRexportVTK (line 62)
 	if(isfield(model.results.TransientSolution,'MeshElements'))

Error in runme (line 68)
	AMRexportVTK('./VTK',md);FAILURE
Directory contains datasets only; no example to run.
Testing example: EsaGRACE

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Global mesh creation
Info    : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-c432a9f, 1 node, max. 1 thread]
Info    : Started on Fri Nov 29 17:29:54 2024
Info    : Reading 'sphere.geo'...
Info    : Done reading 'sphere.geo'
Info    : Meshing 1D...
Info    : [  0%] Meshing curve 1 (Circle)
Info    : [ 10%] Meshing curve 2 (Circle)
Info    : [ 20%] Meshing curve 3 (Circle)
Info    : [ 30%] Meshing curve 4 (Circle)
Info    : [ 40%] Meshing curve 5 (Circle)
Info    : [ 50%] Meshing curve 6 (Circle)
Info    : [ 50%] Meshing curve 7 (Circle)
Info    : [ 60%] Meshing curve 8 (Circle)
Info    : [ 70%] Meshing curve 9 (Circle)
Info    : [ 80%] Meshing curve 10 (Circle)
Info    : [ 90%] Meshing curve 11 (Circle)
Info    : [100%] Meshing curve 12 (Circle)
Info    : Done meshing 1D (Wall 0.00238456s, CPU 0.002029s)
Info    : Meshing 2D...
Info    : [  0%] Meshing surface 14 (Surface, MeshAdapt)
Info    : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info    : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info    : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info    : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info    : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info    : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info    : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info    : Done meshing 2D (Wall 53.4217s, CPU 31.9162s)
Info    : 7669 nodes 15747 elements
Info    : Writing 'sphere.msh'...
Info    : Done writing 'sphere.msh'
Info    : Stopped on Fri Nov 29 17:30:47 2024 (From start: Wall 53.561s, CPU 32.0102s)
gmtmask: num vertices 7668
gmtmask: done
2024-11-29 17:30:56.753 MATLAB[51365:38566881] XType: com.apple.fonts is not accessible.
2024-11-29 17:30:56.753 MATLAB[51365:38566881] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:30:57.473 MATLAB[51365:38566881] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:30:57.473 MATLAB[51365:38566881] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:30:57.476 MATLAB[51365:38566881] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:30:57.482 MATLAB[51365:38566881] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:30:57.482 MATLAB[51365:38566881] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
   Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
   Step 3: Parameterization
   Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.387392
   Total Core solution elapsed time:       20.4316
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 5: Plot solutions
SUCCESS
Testing example: EsaWahr

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
2024-11-29 17:32:14.936 MATLAB[53854:38569353] XType: com.apple.fonts is not accessible.
2024-11-29 17:32:14.936 MATLAB[53854:38569353] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:32:15.530 MATLAB[53854:38569353] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:32:15.530 MATLAB[53854:38569353] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:32:15.532 MATLAB[53854:38569353] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:32:15.562 MATLAB[53854:38569353] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:32:15.562 MATLAB[53854:38569353] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
   Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...

   new number of triangles = 4207
   Step 3: Define loads
   Step 4: Parameterization
   Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.234546
   Total Core solution elapsed time:       1.30975
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 6: Plot solutions
   Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
Directory contains functions only; no example to run.
Testing example: Greenland

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...

   new number of triangles = 6345
2024-11-29 17:33:05.224 MATLAB[54723:38571536] XType: com.apple.fonts is not accessible.
2024-11-29 17:33:05.224 MATLAB[54723:38571536] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:33:05.656 MATLAB[54723:38571536] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:33:05.656 MATLAB[54723:38571536] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:33:05.658 MATLAB[54723:38571536] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:33:05.664 MATLAB[54723:38571536] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:33:05.664 MATLAB[54723:38571536] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     59172.79  |       7092.887      52079.9 6.085212e-32
 x =         1 | f(x) =     50954.87  |       3600.244     47354.58   0.04587451
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     50953.45  |       3598.809      47354.6   0.04587451
 x =         1 | f(x) =     44978.74  |       2137.679     42840.82    0.2370654
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44987.02  |       2146.197     42840.58    0.2370654
 x =         1 | f(x) =      44425.8  |       2044.873     42380.66    0.2722667
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44432.36  |       2051.851     42380.24    0.2722667
 x =         1 | f(x) =     42775.97  |       1747.394     41028.16    0.4148691
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     42783.98  |       1756.726     41026.84    0.4148691
 x =         1 | f(x) =      41876.1  |       1659.336     40216.23    0.5302616
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41885.98  |       1670.347      40215.1    0.5302616
 x =         1 | f(x) =     40869.39  |       1561.173     39307.52    0.6932322
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     40870.91  |       1563.273     39306.95    0.6932322
 x =         1 | f(x) =     39697.76  |       1338.256     38358.58    0.9236775
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39697.43  |       1338.655     38357.85    0.9236775
 x =         1 | f(x) =     39040.22  |       1208.675     37830.47     1.071791
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39039.49  |       1208.558     37829.86     1.071791
 x =         1 | f(x) =     38556.09  |       1126.764     37428.13     1.191478
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38552.98  |       1124.507     37427.28     1.191478
 x =         1 | f(x) =     38121.56  |       1092.495     37027.74       1.3288
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38122.77  |       1094.958     37026.49       1.3288
 x =         1 | f(x) =     37729.41  |       1149.628     36578.29     1.493932
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37740.46  |       1159.142     36579.82     1.493932
 x =         1 | f(x) =     37487.92  |       1087.186     36399.14     1.592633
 x =  0.381966 | f(x) =     37611.19  |       1112.303     36497.36     1.529775
 x =  0.618034 | f(x) =      37561.1  |       1101.089     36458.46      1.55338
 x =  0.763932 | f(x) =     37530.94  |       1093.798     36435.58     1.568476
 x =  0.854102 | f(x) =     37512.65  |       1089.499     36421.58     1.577683
 x =   0.90983 | f(x) =     37501.45  |       1086.979     36412.88     1.583344
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37484.86  |       1084.592     36398.67     1.592633
 x =         1 | f(x) =     37022.46  |       1018.285     36002.41     1.768007
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      37030.9  |       1026.085     36003.05     1.768007
 x =         1 | f(x) =     36814.89  |       1058.135      35754.9     1.859438
 x =  0.381966 | f(x) =     36898.13  |       989.5907     35906.74     1.799676
 x =  0.618034 | f(x) =     36853.98  |       1003.884     35848.28     1.821225
 x =  0.763932 | f(x) =     36838.62  |       1025.038     35811.75     1.835325
 x =  0.937069 | f(x) =     36824.08  |       1052.478     35769.75     1.852853
 x =  0.870937 | f(x) =     36839.21  |       1051.966      35785.4     1.846056
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      36824.8  |       1068.389     35754.55     1.859438
 x =         1 | f(x) =     36559.07  |       954.0377     35603.09     1.936544
 x =  0.381966 | f(x) =      36711.5  |       1017.403     35692.21     1.887487
 x =  0.618034 | f(x) =     36653.71  |       995.7569     35656.05     1.905392
 x =  0.763932 | f(x) =     36614.76  |       978.0481      35634.8     1.916939
 x =  0.854102 | f(x) =     36589.85  |       965.9689     35621.95      1.92432
 x =   0.90983 | f(x) =     36574.06  |       958.1749     35613.95     1.928974
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36552.27  |       948.6767     35601.65     1.936544
 x =         1 | f(x) =     36368.74  |       909.4905     35457.24     2.009954
 x =  0.381966 | f(x) =     36450.66  |       912.2196     35536.48     1.964688
 x =  0.618034 | f(x) =     36415.28  |       905.8741     35507.42     1.981913
 x =  0.763932 | f(x) =     36394.68  |       904.2792     35488.41     1.992565
 x =  0.854102 | f(x) =     36384.31  |       906.0028     35476.31     1.999281
 x =   0.90983 | f(x) =     36379.73  |       908.9319     35468.79     2.003357
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36373.34  |       914.7542     35456.58     2.009954
 x =         1 | f(x) =     36229.12  |       957.6674     35269.34     2.111313
 x =  0.381966 | f(x) =     36289.06  |       905.1848     35381.82     2.046875
 x =  0.618034 | f(x) =     36257.86  |       916.5034     35339.28     2.070593
 x =  0.763932 | f(x) =     36247.49  |       932.6872     35312.72     2.085785
 x =  0.913021 | f(x) =     36239.38  |       951.6387     35285.64     2.101794
 x =  0.856074 | f(x) =     36249.62  |        951.977     35295.55     2.095621
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36238.23  |       966.1893     35269.93     2.111313
 x =         1 | f(x) =     36005.81  |        893.306     35110.31      2.18899
 x =  0.381966 | f(x) =     36142.54  |       929.6447     35210.76     2.139784
 x =  0.618034 | f(x) =     36093.23  |       916.1558     35174.92     2.158128
 x =  0.763932 | f(x) =     36058.58  |       905.5225     35150.89      2.16975
 x =  0.854102 | f(x) =      36036.9  |       898.7214        35136     2.177043
 x =   0.90983 | f(x) =     36023.73  |       894.6151     35126.93      2.18159
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36005.22  |       890.2107     35112.82      2.18899
 x =         1 | f(x) =     35868.42  |       869.9581     34996.18     2.287732
 x =  0.381966 | f(x) =     35911.39  |       860.1821     35048.98     2.225541
 x =  0.618034 | f(x) =     35893.04  |       858.0691     35032.72     2.249067
 x =  0.763932 | f(x) =     35881.94  |       859.7353     35019.94     2.263658
 x =  0.854102 | f(x) =     35877.04  |        863.763     35011.01     2.272799
 x =   0.90983 | f(x) =     35875.47  |       868.0771     35005.11     2.278502
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35873.35  |       875.6681      34995.4     2.287732
 x =         1 | f(x) =     35723.35  |       910.5513     34810.43     2.374027
 x =  0.381966 | f(x) =     35789.66  |       860.5594     34926.79     2.319061
 x =  0.618034 | f(x) =     35757.04  |        868.789     34885.91     2.339232
 x =  0.763932 | f(x) =     35744.03  |       883.7317     34857.95     2.352231
 x =  0.854102 | f(x) =     35739.94  |       897.5494     34840.03     2.360435
 x =  0.930997 | f(x) =     35737.52  |         910.28     34824.87     2.367548
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35735.84  |       922.2347     34811.23     2.374027
 x =         1 | f(x) =     35602.51  |       870.7784      34729.3     2.423398
 x =  0.381966 | f(x) =     35668.82  |       880.0971     34786.33     2.391628
 x =  0.618034 | f(x) =      35644.9  |       872.7159     34769.79     2.403223
 x =  0.763932 | f(x) =     35629.08  |       870.0702      34756.6     2.410606
 x =  0.854102 | f(x) =     35618.25  |       868.4465     34747.39     2.415368
 x =   0.90983 | f(x) =     35610.89  |       867.4925     34740.98     2.418388
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35599.85  |       867.5045     34729.92     2.423398
 x =         1 | f(x) =     35435.33  |       841.7746     34591.04     2.515761
 x =  0.381966 | f(x) =     35503.09  |         830.83      34669.8     2.457304
 x =  0.618034 | f(x) =     35463.09  |       825.8312     34634.77     2.479098
 x =  0.763932 | f(x) =     35440.81  |       828.0732     34610.24     2.492898
 x =  0.854102 | f(x) =     35432.56  |       834.5397     34595.51     2.501553
 x =   0.90983 | f(x) =     35438.35  |       841.9242     34593.91      2.50695
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35439.26  |       840.4865     34596.27     2.501553
 x =         1 | f(x) =     35377.76  |       827.9224     34547.29      2.55107
 x =  0.381966 | f(x) =     35416.76  |       819.8319     34594.41     2.518729
 x =  0.618034 | f(x) =     35399.79  |       819.4099     34577.85     2.530419
 x =  0.763932 | f(x) =      35393.8  |       822.2266     34569.04     2.538053
 x =  0.944312 | f(x) =     35386.99  |       828.3334      34556.1     2.547926
 x =  0.875413 | f(x) =     35393.31  |       829.0398     34561.73     2.544098
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35389.05  |       833.3282     34553.17      2.55107
 x =         1 | f(x) =     35252.08  |       814.3329     34435.09     2.649675
 x =  0.381966 | f(x) =     35317.08  |        812.978     34501.52     2.588143
 x =  0.618034 | f(x) =     35288.37  |       809.7173     34476.04     2.611631
 x =  0.763932 | f(x) =     35271.33  |       809.3561     34459.34     2.626304
 x =  0.854102 | f(x) =     35263.63  |       811.1878     34449.81     2.635229
 x =   0.90983 | f(x) =     35260.58  |       813.8445     34444.09     2.640723
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35256.61  |       818.8749     34435.09     2.649675
 x =         1 | f(x) =     35162.53  |       858.2921      34301.5     2.735676
 x =  0.381966 | f(x) =     35180.62  |       812.9345     34365.01     2.680864
 x =  0.618034 | f(x) =     35153.13  |        821.969     34328.46     2.701321
 x =  0.763932 | f(x) =      35158.4  |       837.0539     34318.64     2.714145
 x =  0.645763 | f(x) =     35167.63  |       833.3939     34331.53     2.703727
 x =  0.527864 | f(x) =     35170.22  |       824.2447     34343.28     2.693582
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35160.91  |       827.0909     34331.12     2.701321
 x =         1 | f(x) =     35121.46  |       799.6834     34319.05     2.727668
 x =  0.381966 | f(x) =     35148.31  |       811.7236     34333.88     2.710517
 x =  0.618034 | f(x) =     35139.87  |       807.5895     34329.56     2.716726
 x =  0.763932 | f(x) =     35133.07  |       803.7524     34326.59     2.720775
 x =  0.854102 | f(x) =     35127.96  |       801.0172     34324.22     2.723358
 x =   0.90983 | f(x) =     35124.32  |        799.211     34322.38     2.724985
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35118.96  |       797.3028     34318.93     2.727668
 x =         1 | f(x) =     34992.01  |       809.2473     34179.93     2.832747
 x =  0.381966 | f(x) =     35054.02  |       790.9422     34260.32     2.766225
 x =  0.618034 | f(x) =     35029.18  |       793.4468     34232.94     2.790928
 x =  0.763932 | f(x) =      35015.1  |       799.2229     34213.07     2.806632
 x =  0.854102 | f(x) =     35009.09  |       806.1056     34200.17     2.816504
 x =   0.90983 | f(x) =     35007.39  |       812.5979     34191.96     2.822669
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35004.32  |       822.0412     34179.45     2.832747
 x =         1 | f(x) =     34934.87  |       806.5675     34125.43      2.86951
 x =  0.381966 | f(x) =     34947.17  |       786.7796     34157.55     2.846468
 x =  0.618034 | f(x) =     34937.13  |       788.8929     34145.39     2.855044
 x =  0.763932 | f(x) =     34935.71  |       795.0418     34137.81     2.860453
 x =   0.74801 | f(x) =     34937.94  |       796.5463     34138.54     2.859858
 x =  0.854102 | f(x) =     34938.58  |       802.5728     34133.14     2.863859
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      34941.3  |        812.768     34125.66      2.86951
 x =         1 | f(x) =     34824.78  |       779.5761     34042.27     2.935694
 x =  0.381966 | f(x) =     34880.03  |       788.1487     34088.99     2.894436
 x =  0.618034 | f(x) =      34858.6  |       784.1174     34071.58     2.910017
 x =  0.763932 | f(x) =     34843.89  |       780.8717     34060.09       2.9198
 x =  0.854102 | f(x) =     34835.33  |       779.3895     34053.01     2.925893
 x =   0.90983 | f(x) =     34830.74  |       779.0446     34048.77      2.92962
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34824.91  |       779.6846     34042.29     2.935694
 x =         1 | f(x) =     34721.73  |       773.8231      33944.9      3.01281
 x =  0.381966 | f(x) =     34777.78  |        771.994     34002.82     2.964709
 x =  0.618034 | f(x) =     34756.76  |        772.522     33981.26      2.98308
 x =  0.763932 | f(x) =     34743.45  |         772.81     33967.65     2.994362
 x =  0.854102 | f(x) =     34735.33  |        773.207     33959.12     3.001401
 x =   0.90983 | f(x) =     34730.47  |       773.6088     33953.85     3.005762
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.275796
   Total Core solution elapsed time:       123.8  
   Linear solver elapsed time:             58.8024 (47%)

   Total elapsed time: 0 hrs 2 min 4 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   41.3709 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        63.1693 &gt; 10 %
   Convergence criterion: max(du)                 0.000157033
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54074e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.67351 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.15748 &lt; 10 %
   Convergence criterion: max(du)                 8.86618e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64147e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.10917 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.86496 &lt; 10 %
   Convergence criterion: max(du)                 5.14917e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73417e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.445159 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.23492 &lt; 10 %
   Convergence criterion: max(du)                 2.12086e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92298e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.399759 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.1948 &gt; 10 %
   Convergence criterion: max(du)                 3.38382e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40223e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111051 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.36483 &lt; 10 %
   Convergence criterion: max(du)                 9.83429e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.14969e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61435e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.271724 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.1919 &gt; 10 %
   Convergence criterion: max(du)                 3.27294e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65874e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0760399 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.8671 &lt; 10 %
   Convergence criterion: max(du)                 1.51082e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04047e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58073e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.213591 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.878 &gt; 10 %
   Convergence criterion: max(du)                 4.34466e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56764e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.061585 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.90586 &lt; 10 %
   Convergence criterion: max(du)                 2.25839e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02224e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.17981 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.2233 &gt; 10 %
   Convergence criterion: max(du)                 4.70969e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54155e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519115 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.45845 &lt; 10 %
   Convergence criterion: max(du)                 2.79455e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87516e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48413e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.158264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.387 &gt; 10 %
   Convergence criterion: max(du)                 4.73371e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60601e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0451186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.99321 &lt; 10 %
   Convergence criterion: max(du)                 2.80974e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02208e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41194e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.143012 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.5021 &lt; 10 %
   Convergence criterion: max(du)                 4.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.153015 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.82694 &lt; 10 %
   Convergence criterion: max(du)                 4.16497e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83923e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47723e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.148855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.42598 &lt; 10 %
   Convergence criterion: max(du)                 3.71475e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89397e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59661e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.14179 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.02041 &lt; 10 %
   Convergence criterion: max(du)                 3.04603e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57608e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.135019 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.86373 &lt; 10 %
   Convergence criterion: max(du)                 2.37104e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.24311e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64015e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129411 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.00071 &lt; 10 %
   Convergence criterion: max(du)                 1.79943e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69834e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4696e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124912 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.38988 &lt; 10 %
   Convergence criterion: max(du)                 1.36478e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90083e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61939e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121222 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.96582 &lt; 10 %
   Convergence criterion: max(du)                 1.05699e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89583e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72078e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.118073 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.66969 &lt; 10 %
   Convergence criterion: max(du)                 9.13358e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82196e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71344e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.115284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.45702 &lt; 10 %
   Convergence criterion: max(du)                 8.1737e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45359e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.112745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.29695 &lt; 10 %
   Convergence criterion: max(du)                 7.3362e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85221e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41835e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.110393 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.17078 &lt; 10 %
   Convergence criterion: max(du)                 6.60728e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86174e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60941e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.06713 &lt; 10 %
   Convergence criterion: max(du)                 5.97276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.82328e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106124 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.979223 &lt; 10 %
   Convergence criterion: max(du)                 5.42073e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93123e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.903138 &lt; 10 %
   Convergence criterion: max(du)                 4.94323e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86669e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66663e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102305 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.83633 &lt; 10 %
   Convergence criterion: max(du)                 4.52668e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04467e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6137e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100537 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.777495 &lt; 10 %
   Convergence criterion: max(du)                 4.16577e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03421e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.725705 &lt; 10 %
   Convergence criterion: max(du)                 3.8535e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39915e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09726 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.680786 &lt; 10 %
   Convergence criterion: max(du)                 3.58314e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7877e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54747e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0957356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.641511 &lt; 10 %
   Convergence criterion: max(du)                 3.34844e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85572e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51013e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0942813 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606844 &lt; 10 %
   Convergence criterion: max(du)                 3.14377e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52766e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0928908 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.576072 &lt; 10 %
   Convergence criterion: max(du)                 2.96418e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.97529e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45777e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0915596 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.54863 &lt; 10 %
   Convergence criterion: max(du)                 2.80541e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77503e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53594e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0902827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.52399 &lt; 10 %
   Convergence criterion: max(du)                 2.66383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07061e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62191e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0890553 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.501679 &lt; 10 %
   Convergence criterion: max(du)                 2.53644e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51329e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.481525 &lt; 10 %
   Convergence criterion: max(du)                 2.42276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70603e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47151e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.086737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.462913 &lt; 10 %
   Convergence criterion: max(du)                 2.3173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83672e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59169e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0856396 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445738 &lt; 10 %
   Convergence criterion: max(du)                 2.21987e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85314e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48721e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0845798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.429889 &lt; 10 %
   Convergence criterion: max(du)                 2.12971e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73362e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0835546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.41521 &lt; 10 %
   Convergence criterion: max(du)                 2.04545e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65053e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0825623 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.401608 &lt; 10 %
   Convergence criterion: max(du)                 1.96617e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69354e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48416e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0816006 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.388936 &lt; 10 %
   Convergence criterion: max(du)                 1.89116e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87823e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.55541e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0806678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.37712 &lt; 10 %
   Convergence criterion: max(du)                 1.81994e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53146e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0797625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.366044 &lt; 10 %
   Convergence criterion: max(du)                 1.7521e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66292e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0788836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.355641 &lt; 10 %
   Convergence criterion: max(du)                 1.68725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89769e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.42994e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0780298 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.345811 &lt; 10 %
   Convergence criterion: max(du)                 1.62529e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.36403e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0772002 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.336513 &lt; 10 %
   Convergence criterion: max(du)                 1.56611e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98366e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64983e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763939 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327693 &lt; 10 %
   Convergence criterion: max(du)                 1.50945e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60882e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51611e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756098 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.319304 &lt; 10 %
   Convergence criterion: max(du)                 1.45514e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98164e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59519e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0748473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.311274 &lt; 10 %
   Convergence criterion: max(du)                 1.40306e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.338e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0741053 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.303625 &lt; 10 %
   Convergence criterion: max(du)                 1.37128e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57357e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4517e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296275 &lt; 10 %
   Convergence criterion: max(du)                 1.34222e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53631e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71756e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0726804 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.289269 &lt; 10 %
   Convergence criterion: max(du)                 1.31406e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85816e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40847e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0719965 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.282566 &lt; 10 %
   Convergence criterion: max(du)                 1.28675e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70925e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0713312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.276136 &lt; 10 %
   Convergence criterion: max(du)                 1.26026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89496e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74225e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706799 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.267376 &lt; 10 %
   Convergence criterion: max(du)                 1.21537e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81524e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45954e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0700461 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.258629 &lt; 10 %
   Convergence criterion: max(du)                 1.16725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71918e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35782e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0694296 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.250203 &lt; 10 %
   Convergence criterion: max(du)                 1.1193e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80264e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77411e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.06883 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.242144 &lt; 10 %
   Convergence criterion: max(du)                 1.07263e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89632e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54991e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0682467 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.234438 &lt; 10 %
   Convergence criterion: max(du)                 1.02752e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676788 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.227057 &lt; 10 %
   Convergence criterion: max(du)                 9.84042e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70437e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0671251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.219974 &lt; 10 %
   Convergence criterion: max(du)                 9.42131e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94681e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61982e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0665849 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.213149 &lt; 10 %
   Convergence criterion: max(du)                 9.01718e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.0384e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0660571 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.206599 &lt; 10 %
   Convergence criterion: max(du)                 8.62728e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99494e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72776e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0655406 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.200284 &lt; 10 %
   Convergence criterion: max(du)                 8.25088e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92209e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64557e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650342 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.19419 &lt; 10 %
   Convergence criterion: max(du)                 7.88735e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01675e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645371 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188276 &lt; 10 %
   Convergence criterion: max(du)                 7.53608e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98614e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.613e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0640485 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.182633 &lt; 10 %
   Convergence criterion: max(du)                 7.19654e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57876e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0635682 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.1772 &lt; 10 %
   Convergence criterion: max(du)                 6.86826e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5463e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063095 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171974 &lt; 10 %
   Convergence criterion: max(du)                 6.55077e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.978e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48646e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0626287 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166915 &lt; 10 %
   Convergence criterion: max(du)                 6.24368e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78948e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0621693 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162059 &lt; 10 %
   Convergence criterion: max(du)                 5.94659e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07237e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54936e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0617169 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157408 &lt; 10 %
   Convergence criterion: max(du)                 5.65917e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.2511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0612711 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.152934 &lt; 10 %
   Convergence criterion: max(du)                 5.38108e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67159e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49351e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.060832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.148619 &lt; 10 %
   Convergence criterion: max(du)                 5.11199e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59488e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603996 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.144488 &lt; 10 %
   Convergence criterion: max(du)                 4.85159e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85771e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67062e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0599737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.14053 &lt; 10 %
   Convergence criterion: max(du)                 4.59961e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76612e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0595549 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.136729 &lt; 10 %
   Convergence criterion: max(du)                 4.38177e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.38059e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0591428 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.133092 &lt; 10 %
   Convergence criterion: max(du)                 4.18997e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56193e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.46308e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0587375 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.129495 &lt; 10 %
   Convergence criterion: max(du)                 4.0049e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91831e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77953e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.058339 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.126137 &lt; 10 %
   Convergence criterion: max(du)                 3.82626e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52787e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0579473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.122972 &lt; 10 %
   Convergence criterion: max(du)                 3.65375e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74717e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0575625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.119974 &lt; 10 %
   Convergence criterion: max(du)                 3.48708e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56405e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0571843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.117109 &lt; 10 %
   Convergence criterion: max(du)                 3.32601e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01386e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65596e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0568134 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.114401 &lt; 10 %
   Convergence criterion: max(du)                 3.17027e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63967e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564484 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.111628 &lt; 10 %
   Convergence criterion: max(du)                 3.01962e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82424e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57108e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05609 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.109129 &lt; 10 %
   Convergence criterion: max(du)                 2.87383e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9076e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0557383 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.10687 &lt; 10 %
   Convergence criterion: max(du)                 2.7327e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79534e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50547e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0553924 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.104766 &lt; 10 %
   Convergence criterion: max(du)                 2.596e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77735e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68857e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0550528 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.102802 &lt; 10 %
   Convergence criterion: max(du)                 2.46354e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.23331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64671e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.100569 &lt; 10 %
   Convergence criterion: max(du)                 2.33515e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77702e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56781e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0543917 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0987595 &lt; 10 %
   Convergence criterion: max(du)                 2.21062e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.16604e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5597e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0540703 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0967654 &lt; 10 %
   Convergence criterion: max(du)                 2.08981e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40612e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0537546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0952125 &lt; 10 %
   Convergence criterion: max(du)                 1.97254e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60537e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48079e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0534447 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0938137 &lt; 10 %
   Convergence criterion: max(du)                 1.85867e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08426e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39806e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0531379 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0925367 &lt; 10 %
   Convergence criterion: max(du)                 1.8332e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7587e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0528388 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0909618 &lt; 10 %
   Convergence criterion: max(du)                 1.90697e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61536e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70638e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0525455 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.089892 &lt; 10 %
   Convergence criterion: max(du)                 1.97945e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75037e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47143e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0522576 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0889269 &lt; 10 %
   Convergence criterion: max(du)                 2.0507e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79643e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519715 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0877022 &lt; 10 %
   Convergence criterion: max(du)                 2.12079e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44692e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0516925 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0868642 &lt; 10 %
   Convergence criterion: max(du)                 2.18977e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70826e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0514186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0861528 &lt; 10 %
   Convergence criterion: max(du)                 2.25769e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61527e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52567e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0511506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0853267 &lt; 10 %
   Convergence criterion: max(du)                 2.32459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.96726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74376e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0508878 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0848313 &lt; 10 %
   Convergence criterion: max(du)                 2.39052e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.311096
   Total Core solution elapsed time:       88.7811
   Linear solver elapsed time:             38.7464 (44%)

   Total elapsed time: 0 hrs 1 min 29 sec
loading results from cluster
   Step 5: Plotting
   Step 6: Extract Box SMB
   Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/1000  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/1000  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 3/1000  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 4/1000  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 5/1000  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/1000  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 7/1000  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 8/1000  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 9/1000  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 10/1000  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/1000  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 12/1000  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 13/1000  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 14/1000  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 15/1000  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/1000  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 17/1000  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 18/1000  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 19/1000  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 20/1000  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/1000  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 22/1000  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 23/1000  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 24/1000  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 25/1000  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/1000  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 27/1000  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 28/1000  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 29/1000  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 30/1000  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/1000  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 32/1000  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 33/1000  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 34/1000  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 35/1000  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/1000  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 37/1000  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 38/1000  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 39/1000  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 40/1000  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/1000  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 42/1000  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 43/1000  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 44/1000  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 45/1000  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/1000  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 47/1000  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 48/1000  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 49/1000  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 50/1000  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/1000  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 52/1000  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 53/1000  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 54/1000  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 55/1000  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/1000  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 57/1000  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 58/1000  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 59/1000  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 60/1000  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/1000  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 62/1000  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 63/1000  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 64/1000  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 65/1000  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/1000  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 67/1000  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 68/1000  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 69/1000  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 70/1000  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/1000  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 72/1000  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 73/1000  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 74/1000  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 75/1000  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/1000  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 77/1000  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 78/1000  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 79/1000  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 80/1000  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/1000  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 82/1000  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 83/1000  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 84/1000  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 85/1000  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/1000  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 87/1000  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 88/1000  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 89/1000  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 90/1000  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/1000  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 92/1000  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 93/1000  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 94/1000  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 95/1000  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/1000  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 97/1000  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 98/1000  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 99/1000  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 100/1000  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 101/1000  time [yr]: 20.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 102/1000  time [yr]: 20.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 103/1000  time [yr]: 20.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 104/1000  time [yr]: 20.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 105/1000  time [yr]: 21.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 106/1000  time [yr]: 21.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 107/1000  time [yr]: 21.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 108/1000  time [yr]: 21.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 109/1000  time [yr]: 21.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 110/1000  time [yr]: 22.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 111/1000  time [yr]: 22.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 112/1000  time [yr]: 22.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 113/1000  time [yr]: 22.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 114/1000  time [yr]: 22.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 115/1000  time [yr]: 23.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 116/1000  time [yr]: 23.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 117/1000  time [yr]: 23.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 118/1000  time [yr]: 23.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 119/1000  time [yr]: 23.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 120/1000  time [yr]: 24.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 121/1000  time [yr]: 24.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 122/1000  time [yr]: 24.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 123/1000  time [yr]: 24.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 124/1000  time [yr]: 24.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 125/1000  time [yr]: 25.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 126/1000  time [yr]: 25.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 127/1000  time [yr]: 25.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 128/1000  time [yr]: 25.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 129/1000  time [yr]: 25.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 130/1000  time [yr]: 26.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 131/1000  time [yr]: 26.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 132/1000  time [yr]: 26.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 133/1000  time [yr]: 26.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 134/1000  time [yr]: 26.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 135/1000  time [yr]: 27.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 136/1000  time [yr]: 27.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 137/1000  time [yr]: 27.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 138/1000  time [yr]: 27.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 139/1000  time [yr]: 27.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 140/1000  time [yr]: 28.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 141/1000  time [yr]: 28.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 142/1000  time [yr]: 28.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 143/1000  time [yr]: 28.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 144/1000  time [yr]: 28.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 145/1000  time [yr]: 29.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 146/1000  time [yr]: 29.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 147/1000  time [yr]: 29.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 148/1000  time [yr]: 29.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 149/1000  time [yr]: 29.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 150/1000  time [yr]: 30.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 151/1000  time [yr]: 30.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 152/1000  time [yr]: 30.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 153/1000  time [yr]: 30.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 154/1000  time [yr]: 30.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 155/1000  time [yr]: 31.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 156/1000  time [yr]: 31.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 157/1000  time [yr]: 31.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 158/1000  time [yr]: 31.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 159/1000  time [yr]: 31.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 160/1000  time [yr]: 32.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 161/1000  time [yr]: 32.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 162/1000  time [yr]: 32.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 163/1000  time [yr]: 32.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 164/1000  time [yr]: 32.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 165/1000  time [yr]: 33.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 166/1000  time [yr]: 33.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 167/1000  time [yr]: 33.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 168/1000  time [yr]: 33.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 169/1000  time [yr]: 33.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 170/1000  time [yr]: 34.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 171/1000  time [yr]: 34.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 172/1000  time [yr]: 34.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 173/1000  time [yr]: 34.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 174/1000  time [yr]: 34.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 175/1000  time [yr]: 35.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 176/1000  time [yr]: 35.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 177/1000  time [yr]: 35.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 178/1000  time [yr]: 35.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 179/1000  time [yr]: 35.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 180/1000  time [yr]: 36.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 181/1000  time [yr]: 36.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 182/1000  time [yr]: 36.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 183/1000  time [yr]: 36.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 184/1000  time [yr]: 36.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 185/1000  time [yr]: 37.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 186/1000  time [yr]: 37.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 187/1000  time [yr]: 37.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 188/1000  time [yr]: 37.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 189/1000  time [yr]: 37.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 190/1000  time [yr]: 38.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 191/1000  time [yr]: 38.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 192/1000  time [yr]: 38.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 193/1000  time [yr]: 38.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 194/1000  time [yr]: 38.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 195/1000  time [yr]: 39.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 196/1000  time [yr]: 39.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 197/1000  time [yr]: 39.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 198/1000  time [yr]: 39.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 199/1000  time [yr]: 39.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 200/1000  time [yr]: 40.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 201/1000  time [yr]: 40.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 202/1000  time [yr]: 40.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 203/1000  time [yr]: 40.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 204/1000  time [yr]: 40.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 205/1000  time [yr]: 41.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 206/1000  time [yr]: 41.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 207/1000  time [yr]: 41.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 208/1000  time [yr]: 41.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 209/1000  time [yr]: 41.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 210/1000  time [yr]: 42.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 211/1000  time [yr]: 42.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 212/1000  time [yr]: 42.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 213/1000  time [yr]: 42.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 214/1000  time [yr]: 42.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 215/1000  time [yr]: 43.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 216/1000  time [yr]: 43.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 217/1000  time [yr]: 43.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 218/1000  time [yr]: 43.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 219/1000  time [yr]: 43.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 220/1000  time [yr]: 44.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 221/1000  time [yr]: 44.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 222/1000  time [yr]: 44.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 223/1000  time [yr]: 44.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 224/1000  time [yr]: 44.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 225/1000  time [yr]: 45.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 226/1000  time [yr]: 45.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 227/1000  time [yr]: 45.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 228/1000  time [yr]: 45.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 229/1000  time [yr]: 45.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 230/1000  time [yr]: 46.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 231/1000  time [yr]: 46.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 232/1000  time [yr]: 46.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 233/1000  time [yr]: 46.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 234/1000  time [yr]: 46.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 235/1000  time [yr]: 47.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 236/1000  time [yr]: 47.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 237/1000  time [yr]: 47.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 238/1000  time [yr]: 47.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 239/1000  time [yr]: 47.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 240/1000  time [yr]: 48.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 241/1000  time [yr]: 48.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 242/1000  time [yr]: 48.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 243/1000  time [yr]: 48.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 244/1000  time [yr]: 48.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 245/1000  time [yr]: 49.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 246/1000  time [yr]: 49.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 247/1000  time [yr]: 49.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 248/1000  time [yr]: 49.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 249/1000  time [yr]: 49.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 250/1000  time [yr]: 50.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 251/1000  time [yr]: 50.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 252/1000  time [yr]: 50.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 253/1000  time [yr]: 50.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 254/1000  time [yr]: 50.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 255/1000  time [yr]: 51.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 256/1000  time [yr]: 51.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 257/1000  time [yr]: 51.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 258/1000  time [yr]: 51.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 259/1000  time [yr]: 51.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 260/1000  time [yr]: 52.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 261/1000  time [yr]: 52.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 262/1000  time [yr]: 52.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 263/1000  time [yr]: 52.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 264/1000  time [yr]: 52.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 265/1000  time [yr]: 53.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 266/1000  time [yr]: 53.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 267/1000  time [yr]: 53.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 268/1000  time [yr]: 53.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 269/1000  time [yr]: 53.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 270/1000  time [yr]: 54.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 271/1000  time [yr]: 54.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 272/1000  time [yr]: 54.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 273/1000  time [yr]: 54.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 274/1000  time [yr]: 54.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 275/1000  time [yr]: 55.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 276/1000  time [yr]: 55.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 277/1000  time [yr]: 55.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 278/1000  time [yr]: 55.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 279/1000  time [yr]: 55.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 280/1000  time [yr]: 56.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 281/1000  time [yr]: 56.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 282/1000  time [yr]: 56.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 283/1000  time [yr]: 56.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 284/1000  time [yr]: 56.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 285/1000  time [yr]: 57.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 286/1000  time [yr]: 57.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 287/1000  time [yr]: 57.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 288/1000  time [yr]: 57.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 289/1000  time [yr]: 57.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 290/1000  time [yr]: 58.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 291/1000  time [yr]: 58.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 292/1000  time [yr]: 58.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 293/1000  time [yr]: 58.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 294/1000  time [yr]: 58.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 295/1000  time [yr]: 59.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 296/1000  time [yr]: 59.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 297/1000  time [yr]: 59.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 298/1000  time [yr]: 59.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 299/1000  time [yr]: 59.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 300/1000  time [yr]: 60.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 301/1000  time [yr]: 60.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 302/1000  time [yr]: 60.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 303/1000  time [yr]: 60.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 304/1000  time [yr]: 60.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 305/1000  time [yr]: 61.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 306/1000  time [yr]: 61.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 307/1000  time [yr]: 61.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 308/1000  time [yr]: 61.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 309/1000  time [yr]: 61.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 310/1000  time [yr]: 62.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 311/1000  time [yr]: 62.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 312/1000  time [yr]: 62.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 313/1000  time [yr]: 62.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 314/1000  time [yr]: 62.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 315/1000  time [yr]: 63.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 316/1000  time [yr]: 63.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 317/1000  time [yr]: 63.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 318/1000  time [yr]: 63.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 319/1000  time [yr]: 63.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 320/1000  time [yr]: 64.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 321/1000  time [yr]: 64.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 322/1000  time [yr]: 64.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 323/1000  time [yr]: 64.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 324/1000  time [yr]: 64.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 325/1000  time [yr]: 65.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 326/1000  time [yr]: 65.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 327/1000  time [yr]: 65.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 328/1000  time [yr]: 65.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 329/1000  time [yr]: 65.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 330/1000  time [yr]: 66.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 331/1000  time [yr]: 66.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 332/1000  time [yr]: 66.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 333/1000  time [yr]: 66.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 334/1000  time [yr]: 66.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 335/1000  time [yr]: 67.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 336/1000  time [yr]: 67.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 337/1000  time [yr]: 67.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 338/1000  time [yr]: 67.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 339/1000  time [yr]: 67.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 340/1000  time [yr]: 68.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 341/1000  time [yr]: 68.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 342/1000  time [yr]: 68.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 343/1000  time [yr]: 68.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 344/1000  time [yr]: 68.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 345/1000  time [yr]: 69.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 346/1000  time [yr]: 69.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 347/1000  time [yr]: 69.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 348/1000  time [yr]: 69.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 349/1000  time [yr]: 69.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 350/1000  time [yr]: 70.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 351/1000  time [yr]: 70.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 352/1000  time [yr]: 70.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 353/1000  time [yr]: 70.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 354/1000  time [yr]: 70.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 355/1000  time [yr]: 71.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 356/1000  time [yr]: 71.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 357/1000  time [yr]: 71.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 358/1000  time [yr]: 71.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 359/1000  time [yr]: 71.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 360/1000  time [yr]: 72.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 361/1000  time [yr]: 72.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 362/1000  time [yr]: 72.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 363/1000  time [yr]: 72.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 364/1000  time [yr]: 72.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 365/1000  time [yr]: 73.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 366/1000  time [yr]: 73.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 367/1000  time [yr]: 73.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 368/1000  time [yr]: 73.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 369/1000  time [yr]: 73.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 370/1000  time [yr]: 74.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 371/1000  time [yr]: 74.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 372/1000  time [yr]: 74.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 373/1000  time [yr]: 74.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 374/1000  time [yr]: 74.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 375/1000  time [yr]: 75.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 376/1000  time [yr]: 75.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 377/1000  time [yr]: 75.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 378/1000  time [yr]: 75.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 379/1000  time [yr]: 75.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 380/1000  time [yr]: 76.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 381/1000  time [yr]: 76.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 382/1000  time [yr]: 76.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 383/1000  time [yr]: 76.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 384/1000  time [yr]: 76.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 385/1000  time [yr]: 77.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 386/1000  time [yr]: 77.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 387/1000  time [yr]: 77.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 388/1000  time [yr]: 77.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 389/1000  time [yr]: 77.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 390/1000  time [yr]: 78.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 391/1000  time [yr]: 78.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 392/1000  time [yr]: 78.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 393/1000  time [yr]: 78.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 394/1000  time [yr]: 78.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 395/1000  time [yr]: 79.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 396/1000  time [yr]: 79.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 397/1000  time [yr]: 79.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 398/1000  time [yr]: 79.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 399/1000  time [yr]: 79.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 400/1000  time [yr]: 80.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 401/1000  time [yr]: 80.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 402/1000  time [yr]: 80.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 403/1000  time [yr]: 80.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 404/1000  time [yr]: 80.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 405/1000  time [yr]: 81.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 406/1000  time [yr]: 81.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 407/1000  time [yr]: 81.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 408/1000  time [yr]: 81.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 409/1000  time [yr]: 81.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 410/1000  time [yr]: 82.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 411/1000  time [yr]: 82.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 412/1000  time [yr]: 82.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 413/1000  time [yr]: 82.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 414/1000  time [yr]: 82.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 415/1000  time [yr]: 83.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 416/1000  time [yr]: 83.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 417/1000  time [yr]: 83.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 418/1000  time [yr]: 83.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 419/1000  time [yr]: 83.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 420/1000  time [yr]: 84.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 421/1000  time [yr]: 84.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 422/1000  time [yr]: 84.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 423/1000  time [yr]: 84.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 424/1000  time [yr]: 84.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 425/1000  time [yr]: 85.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 426/1000  time [yr]: 85.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 427/1000  time [yr]: 85.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 428/1000  time [yr]: 85.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 429/1000  time [yr]: 85.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 430/1000  time [yr]: 86.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 431/1000  time [yr]: 86.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 432/1000  time [yr]: 86.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 433/1000  time [yr]: 86.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 434/1000  time [yr]: 86.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 435/1000  time [yr]: 87.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 436/1000  time [yr]: 87.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 437/1000  time [yr]: 87.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 438/1000  time [yr]: 87.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 439/1000  time [yr]: 87.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 440/1000  time [yr]: 88.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 441/1000  time [yr]: 88.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 442/1000  time [yr]: 88.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 443/1000  time [yr]: 88.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 444/1000  time [yr]: 88.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 445/1000  time [yr]: 89.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 446/1000  time [yr]: 89.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 447/1000  time [yr]: 89.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 448/1000  time [yr]: 89.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 449/1000  time [yr]: 89.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 450/1000  time [yr]: 90.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 451/1000  time [yr]: 90.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 452/1000  time [yr]: 90.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 453/1000  time [yr]: 90.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 454/1000  time [yr]: 90.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 455/1000  time [yr]: 91.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 456/1000  time [yr]: 91.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 457/1000  time [yr]: 91.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 458/1000  time [yr]: 91.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 459/1000  time [yr]: 91.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 460/1000  time [yr]: 92.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 461/1000  time [yr]: 92.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 462/1000  time [yr]: 92.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 463/1000  time [yr]: 92.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 464/1000  time [yr]: 92.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 465/1000  time [yr]: 93.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 466/1000  time [yr]: 93.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 467/1000  time [yr]: 93.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 468/1000  time [yr]: 93.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 469/1000  time [yr]: 93.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 470/1000  time [yr]: 94.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 471/1000  time [yr]: 94.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 472/1000  time [yr]: 94.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 473/1000  time [yr]: 94.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 474/1000  time [yr]: 94.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 475/1000  time [yr]: 95.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 476/1000  time [yr]: 95.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 477/1000  time [yr]: 95.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 478/1000  time [yr]: 95.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 479/1000  time [yr]: 95.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 480/1000  time [yr]: 96.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 481/1000  time [yr]: 96.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 482/1000  time [yr]: 96.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 483/1000  time [yr]: 96.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 484/1000  time [yr]: 96.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 485/1000  time [yr]: 97.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 486/1000  time [yr]: 97.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 487/1000  time [yr]: 97.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 488/1000  time [yr]: 97.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 489/1000  time [yr]: 97.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 490/1000  time [yr]: 98.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 491/1000  time [yr]: 98.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 492/1000  time [yr]: 98.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 493/1000  time [yr]: 98.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 494/1000  time [yr]: 98.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 495/1000  time [yr]: 99.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 496/1000  time [yr]: 99.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 497/1000  time [yr]: 99.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 498/1000  time [yr]: 99.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 499/1000  time [yr]: 99.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 500/1000  time [yr]: 100.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 501/1000  time [yr]: 100.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 502/1000  time [yr]: 100.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 503/1000  time [yr]: 100.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 504/1000  time [yr]: 100.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 505/1000  time [yr]: 101.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 506/1000  time [yr]: 101.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 507/1000  time [yr]: 101.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 508/1000  time [yr]: 101.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 509/1000  time [yr]: 101.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 510/1000  time [yr]: 102.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 511/1000  time [yr]: 102.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 512/1000  time [yr]: 102.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 513/1000  time [yr]: 102.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 514/1000  time [yr]: 102.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 515/1000  time [yr]: 103.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 516/1000  time [yr]: 103.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 517/1000  time [yr]: 103.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 518/1000  time [yr]: 103.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 519/1000  time [yr]: 103.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 520/1000  time [yr]: 104.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 521/1000  time [yr]: 104.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 522/1000  time [yr]: 104.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 523/1000  time [yr]: 104.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 524/1000  time [yr]: 104.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 525/1000  time [yr]: 105.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 526/1000  time [yr]: 105.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 527/1000  time [yr]: 105.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 528/1000  time [yr]: 105.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 529/1000  time [yr]: 105.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 530/1000  time [yr]: 106.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 531/1000  time [yr]: 106.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 532/1000  time [yr]: 106.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 533/1000  time [yr]: 106.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 534/1000  time [yr]: 106.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 535/1000  time [yr]: 107.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 536/1000  time [yr]: 107.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 537/1000  time [yr]: 107.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 538/1000  time [yr]: 107.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 539/1000  time [yr]: 107.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 540/1000  time [yr]: 108.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 541/1000  time [yr]: 108.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 542/1000  time [yr]: 108.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 543/1000  time [yr]: 108.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 544/1000  time [yr]: 108.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 545/1000  time [yr]: 109.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 546/1000  time [yr]: 109.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 547/1000  time [yr]: 109.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 548/1000  time [yr]: 109.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 549/1000  time [yr]: 109.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 550/1000  time [yr]: 110.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 551/1000  time [yr]: 110.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 552/1000  time [yr]: 110.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 553/1000  time [yr]: 110.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 554/1000  time [yr]: 110.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 555/1000  time [yr]: 111.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 556/1000  time [yr]: 111.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 557/1000  time [yr]: 111.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 558/1000  time [yr]: 111.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 559/1000  time [yr]: 111.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 560/1000  time [yr]: 112.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 561/1000  time [yr]: 112.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 562/1000  time [yr]: 112.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 563/1000  time [yr]: 112.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 564/1000  time [yr]: 112.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 565/1000  time [yr]: 113.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 566/1000  time [yr]: 113.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 567/1000  time [yr]: 113.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 568/1000  time [yr]: 113.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 569/1000  time [yr]: 113.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 570/1000  time [yr]: 114.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 571/1000  time [yr]: 114.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 572/1000  time [yr]: 114.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 573/1000  time [yr]: 114.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 574/1000  time [yr]: 114.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 575/1000  time [yr]: 115.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 576/1000  time [yr]: 115.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 577/1000  time [yr]: 115.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 578/1000  time [yr]: 115.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 579/1000  time [yr]: 115.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 580/1000  time [yr]: 116.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 581/1000  time [yr]: 116.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 582/1000  time [yr]: 116.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 583/1000  time [yr]: 116.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 584/1000  time [yr]: 116.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 585/1000  time [yr]: 117.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 586/1000  time [yr]: 117.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 587/1000  time [yr]: 117.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 588/1000  time [yr]: 117.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 589/1000  time [yr]: 117.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 590/1000  time [yr]: 118.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 591/1000  time [yr]: 118.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 592/1000  time [yr]: 118.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 593/1000  time [yr]: 118.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 594/1000  time [yr]: 118.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 595/1000  time [yr]: 119.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 596/1000  time [yr]: 119.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 597/1000  time [yr]: 119.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 598/1000  time [yr]: 119.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 599/1000  time [yr]: 119.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 600/1000  time [yr]: 120.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 601/1000  time [yr]: 120.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 602/1000  time [yr]: 120.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 603/1000  time [yr]: 120.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 604/1000  time [yr]: 120.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 605/1000  time [yr]: 121.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 606/1000  time [yr]: 121.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 607/1000  time [yr]: 121.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 608/1000  time [yr]: 121.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 609/1000  time [yr]: 121.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 610/1000  time [yr]: 122.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 611/1000  time [yr]: 122.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 612/1000  time [yr]: 122.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 613/1000  time [yr]: 122.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 614/1000  time [yr]: 122.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 615/1000  time [yr]: 123.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 616/1000  time [yr]: 123.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 617/1000  time [yr]: 123.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 618/1000  time [yr]: 123.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 619/1000  time [yr]: 123.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 620/1000  time [yr]: 124.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 621/1000  time [yr]: 124.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 622/1000  time [yr]: 124.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 623/1000  time [yr]: 124.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 624/1000  time [yr]: 124.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 625/1000  time [yr]: 125.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 626/1000  time [yr]: 125.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 627/1000  time [yr]: 125.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 628/1000  time [yr]: 125.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 629/1000  time [yr]: 125.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 630/1000  time [yr]: 126.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 631/1000  time [yr]: 126.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 632/1000  time [yr]: 126.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 633/1000  time [yr]: 126.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 634/1000  time [yr]: 126.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 635/1000  time [yr]: 127.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 636/1000  time [yr]: 127.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 637/1000  time [yr]: 127.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 638/1000  time [yr]: 127.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 639/1000  time [yr]: 127.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 640/1000  time [yr]: 128.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 641/1000  time [yr]: 128.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 642/1000  time [yr]: 128.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 643/1000  time [yr]: 128.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 644/1000  time [yr]: 128.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 645/1000  time [yr]: 129.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 646/1000  time [yr]: 129.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 647/1000  time [yr]: 129.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 648/1000  time [yr]: 129.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 649/1000  time [yr]: 129.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 650/1000  time [yr]: 130.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 651/1000  time [yr]: 130.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 652/1000  time [yr]: 130.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 653/1000  time [yr]: 130.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 654/1000  time [yr]: 130.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 655/1000  time [yr]: 131.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 656/1000  time [yr]: 131.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 657/1000  time [yr]: 131.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 658/1000  time [yr]: 131.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 659/1000  time [yr]: 131.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 660/1000  time [yr]: 132.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 661/1000  time [yr]: 132.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 662/1000  time [yr]: 132.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 663/1000  time [yr]: 132.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 664/1000  time [yr]: 132.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 665/1000  time [yr]: 133.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 666/1000  time [yr]: 133.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 667/1000  time [yr]: 133.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 668/1000  time [yr]: 133.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 669/1000  time [yr]: 133.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 670/1000  time [yr]: 134.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 671/1000  time [yr]: 134.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 672/1000  time [yr]: 134.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 673/1000  time [yr]: 134.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 674/1000  time [yr]: 134.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 675/1000  time [yr]: 135.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 676/1000  time [yr]: 135.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 677/1000  time [yr]: 135.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 678/1000  time [yr]: 135.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 679/1000  time [yr]: 135.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 680/1000  time [yr]: 136.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 681/1000  time [yr]: 136.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 682/1000  time [yr]: 136.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 683/1000  time [yr]: 136.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 684/1000  time [yr]: 136.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 685/1000  time [yr]: 137.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 686/1000  time [yr]: 137.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 687/1000  time [yr]: 137.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 688/1000  time [yr]: 137.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 689/1000  time [yr]: 137.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 690/1000  time [yr]: 138.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 691/1000  time [yr]: 138.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 692/1000  time [yr]: 138.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 693/1000  time [yr]: 138.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 694/1000  time [yr]: 138.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 695/1000  time [yr]: 139.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 696/1000  time [yr]: 139.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 697/1000  time [yr]: 139.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 698/1000  time [yr]: 139.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 699/1000  time [yr]: 139.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 700/1000  time [yr]: 140.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 701/1000  time [yr]: 140.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 702/1000  time [yr]: 140.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 703/1000  time [yr]: 140.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 704/1000  time [yr]: 140.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 705/1000  time [yr]: 141.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 706/1000  time [yr]: 141.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 707/1000  time [yr]: 141.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 708/1000  time [yr]: 141.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 709/1000  time [yr]: 141.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 710/1000  time [yr]: 142.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 711/1000  time [yr]: 142.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 712/1000  time [yr]: 142.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 713/1000  time [yr]: 142.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 714/1000  time [yr]: 142.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 715/1000  time [yr]: 143.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 716/1000  time [yr]: 143.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 717/1000  time [yr]: 143.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 718/1000  time [yr]: 143.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 719/1000  time [yr]: 143.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 720/1000  time [yr]: 144.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 721/1000  time [yr]: 144.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 722/1000  time [yr]: 144.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 723/1000  time [yr]: 144.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 724/1000  time [yr]: 144.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 725/1000  time [yr]: 145.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 726/1000  time [yr]: 145.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 727/1000  time [yr]: 145.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 728/1000  time [yr]: 145.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 729/1000  time [yr]: 145.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 730/1000  time [yr]: 146.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 731/1000  time [yr]: 146.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 732/1000  time [yr]: 146.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 733/1000  time [yr]: 146.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 734/1000  time [yr]: 146.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 735/1000  time [yr]: 147.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 736/1000  time [yr]: 147.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 737/1000  time [yr]: 147.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 738/1000  time [yr]: 147.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 739/1000  time [yr]: 147.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 740/1000  time [yr]: 148.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 741/1000  time [yr]: 148.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 742/1000  time [yr]: 148.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 743/1000  time [yr]: 148.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 744/1000  time [yr]: 148.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 745/1000  time [yr]: 149.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 746/1000  time [yr]: 149.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 747/1000  time [yr]: 149.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 748/1000  time [yr]: 149.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 749/1000  time [yr]: 149.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 750/1000  time [yr]: 150.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 751/1000  time [yr]: 150.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 752/1000  time [yr]: 150.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 753/1000  time [yr]: 150.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 754/1000  time [yr]: 150.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 755/1000  time [yr]: 151.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 756/1000  time [yr]: 151.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 757/1000  time [yr]: 151.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 758/1000  time [yr]: 151.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 759/1000  time [yr]: 151.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 760/1000  time [yr]: 152.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 761/1000  time [yr]: 152.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 762/1000  time [yr]: 152.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 763/1000  time [yr]: 152.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 764/1000  time [yr]: 152.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 765/1000  time [yr]: 153.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 766/1000  time [yr]: 153.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 767/1000  time [yr]: 153.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 768/1000  time [yr]: 153.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 769/1000  time [yr]: 153.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 770/1000  time [yr]: 154.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 771/1000  time [yr]: 154.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 772/1000  time [yr]: 154.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 773/1000  time [yr]: 154.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 774/1000  time [yr]: 154.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 775/1000  time [yr]: 155.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 776/1000  time [yr]: 155.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 777/1000  time [yr]: 155.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 778/1000  time [yr]: 155.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 779/1000  time [yr]: 155.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 780/1000  time [yr]: 156.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 781/1000  time [yr]: 156.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 782/1000  time [yr]: 156.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 783/1000  time [yr]: 156.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 784/1000  time [yr]: 156.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 785/1000  time [yr]: 157.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 786/1000  time [yr]: 157.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 787/1000  time [yr]: 157.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 788/1000  time [yr]: 157.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 789/1000  time [yr]: 157.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 790/1000  time [yr]: 158.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 791/1000  time [yr]: 158.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 792/1000  time [yr]: 158.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 793/1000  time [yr]: 158.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 794/1000  time [yr]: 158.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 795/1000  time [yr]: 159.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 796/1000  time [yr]: 159.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 797/1000  time [yr]: 159.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 798/1000  time [yr]: 159.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 799/1000  time [yr]: 159.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 800/1000  time [yr]: 160.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 801/1000  time [yr]: 160.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 802/1000  time [yr]: 160.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 803/1000  time [yr]: 160.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 804/1000  time [yr]: 160.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 805/1000  time [yr]: 161.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 806/1000  time [yr]: 161.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 807/1000  time [yr]: 161.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 808/1000  time [yr]: 161.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 809/1000  time [yr]: 161.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 810/1000  time [yr]: 162.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 811/1000  time [yr]: 162.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 812/1000  time [yr]: 162.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 813/1000  time [yr]: 162.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 814/1000  time [yr]: 162.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 815/1000  time [yr]: 163.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 816/1000  time [yr]: 163.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 817/1000  time [yr]: 163.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 818/1000  time [yr]: 163.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 819/1000  time [yr]: 163.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 820/1000  time [yr]: 164.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 821/1000  time [yr]: 164.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 822/1000  time [yr]: 164.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 823/1000  time [yr]: 164.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 824/1000  time [yr]: 164.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 825/1000  time [yr]: 165.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 826/1000  time [yr]: 165.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 827/1000  time [yr]: 165.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 828/1000  time [yr]: 165.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 829/1000  time [yr]: 165.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 830/1000  time [yr]: 166.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 831/1000  time [yr]: 166.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 832/1000  time [yr]: 166.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 833/1000  time [yr]: 166.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 834/1000  time [yr]: 166.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 835/1000  time [yr]: 167.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 836/1000  time [yr]: 167.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 837/1000  time [yr]: 167.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 838/1000  time [yr]: 167.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 839/1000  time [yr]: 167.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 840/1000  time [yr]: 168.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 841/1000  time [yr]: 168.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 842/1000  time [yr]: 168.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 843/1000  time [yr]: 168.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 844/1000  time [yr]: 168.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 845/1000  time [yr]: 169.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 846/1000  time [yr]: 169.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 847/1000  time [yr]: 169.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 848/1000  time [yr]: 169.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 849/1000  time [yr]: 169.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 850/1000  time [yr]: 170.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 851/1000  time [yr]: 170.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 852/1000  time [yr]: 170.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 853/1000  time [yr]: 170.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 854/1000  time [yr]: 170.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 855/1000  time [yr]: 171.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 856/1000  time [yr]: 171.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 857/1000  time [yr]: 171.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 858/1000  time [yr]: 171.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 859/1000  time [yr]: 171.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 860/1000  time [yr]: 172.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 861/1000  time [yr]: 172.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 862/1000  time [yr]: 172.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 863/1000  time [yr]: 172.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 864/1000  time [yr]: 172.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 865/1000  time [yr]: 173.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 866/1000  time [yr]: 173.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 867/1000  time [yr]: 173.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 868/1000  time [yr]: 173.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 869/1000  time [yr]: 173.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 870/1000  time [yr]: 174.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 871/1000  time [yr]: 174.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 872/1000  time [yr]: 174.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 873/1000  time [yr]: 174.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 874/1000  time [yr]: 174.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 875/1000  time [yr]: 175.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 876/1000  time [yr]: 175.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 877/1000  time [yr]: 175.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 878/1000  time [yr]: 175.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 879/1000  time [yr]: 175.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 880/1000  time [yr]: 176.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 881/1000  time [yr]: 176.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 882/1000  time [yr]: 176.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 883/1000  time [yr]: 176.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 884/1000  time [yr]: 176.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 885/1000  time [yr]: 177.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 886/1000  time [yr]: 177.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 887/1000  time [yr]: 177.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 888/1000  time [yr]: 177.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 889/1000  time [yr]: 177.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 890/1000  time [yr]: 178.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 891/1000  time [yr]: 178.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 892/1000  time [yr]: 178.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 893/1000  time [yr]: 178.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 894/1000  time [yr]: 178.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 895/1000  time [yr]: 179.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 896/1000  time [yr]: 179.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 897/1000  time [yr]: 179.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 898/1000  time [yr]: 179.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 899/1000  time [yr]: 179.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 900/1000  time [yr]: 180.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 901/1000  time [yr]: 180.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 902/1000  time [yr]: 180.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 903/1000  time [yr]: 180.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 904/1000  time [yr]: 180.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 905/1000  time [yr]: 181.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 906/1000  time [yr]: 181.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 907/1000  time [yr]: 181.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 908/1000  time [yr]: 181.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 909/1000  time [yr]: 181.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 910/1000  time [yr]: 182.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 911/1000  time [yr]: 182.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 912/1000  time [yr]: 182.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 913/1000  time [yr]: 182.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 914/1000  time [yr]: 182.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 915/1000  time [yr]: 183.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 916/1000  time [yr]: 183.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 917/1000  time [yr]: 183.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 918/1000  time [yr]: 183.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 919/1000  time [yr]: 183.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 920/1000  time [yr]: 184.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 921/1000  time [yr]: 184.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 922/1000  time [yr]: 184.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 923/1000  time [yr]: 184.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 924/1000  time [yr]: 184.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 925/1000  time [yr]: 185.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 926/1000  time [yr]: 185.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 927/1000  time [yr]: 185.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 928/1000  time [yr]: 185.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 929/1000  time [yr]: 185.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 930/1000  time [yr]: 186.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 931/1000  time [yr]: 186.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 932/1000  time [yr]: 186.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 933/1000  time [yr]: 186.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 934/1000  time [yr]: 186.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 935/1000  time [yr]: 187.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 936/1000  time [yr]: 187.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 937/1000  time [yr]: 187.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 938/1000  time [yr]: 187.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 939/1000  time [yr]: 187.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 940/1000  time [yr]: 188.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 941/1000  time [yr]: 188.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 942/1000  time [yr]: 188.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 943/1000  time [yr]: 188.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 944/1000  time [yr]: 188.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 945/1000  time [yr]: 189.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 946/1000  time [yr]: 189.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 947/1000  time [yr]: 189.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 948/1000  time [yr]: 189.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 949/1000  time [yr]: 189.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 950/1000  time [yr]: 190.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 951/1000  time [yr]: 190.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 952/1000  time [yr]: 190.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 953/1000  time [yr]: 190.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 954/1000  time [yr]: 190.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 955/1000  time [yr]: 191.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 956/1000  time [yr]: 191.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 957/1000  time [yr]: 191.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 958/1000  time [yr]: 191.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 959/1000  time [yr]: 191.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 960/1000  time [yr]: 192.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 961/1000  time [yr]: 192.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 962/1000  time [yr]: 192.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 963/1000  time [yr]: 192.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 964/1000  time [yr]: 192.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 965/1000  time [yr]: 193.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 966/1000  time [yr]: 193.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 967/1000  time [yr]: 193.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 968/1000  time [yr]: 193.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 969/1000  time [yr]: 193.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 970/1000  time [yr]: 194.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 971/1000  time [yr]: 194.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 972/1000  time [yr]: 194.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 973/1000  time [yr]: 194.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 974/1000  time [yr]: 194.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 975/1000  time [yr]: 195.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 976/1000  time [yr]: 195.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 977/1000  time [yr]: 195.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 978/1000  time [yr]: 195.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 979/1000  time [yr]: 195.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 980/1000  time [yr]: 196.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 981/1000  time [yr]: 196.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 982/1000  time [yr]: 196.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 983/1000  time [yr]: 196.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 984/1000  time [yr]: 196.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 985/1000  time [yr]: 197.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 986/1000  time [yr]: 197.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 987/1000  time [yr]: 197.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 988/1000  time [yr]: 197.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 989/1000  time [yr]: 197.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 990/1000  time [yr]: 198.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 991/1000  time [yr]: 198.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 992/1000  time [yr]: 198.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 993/1000  time [yr]: 198.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 994/1000  time [yr]: 198.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 995/1000  time [yr]: 199.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 996/1000  time [yr]: 199.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 997/1000  time [yr]: 199.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 998/1000  time [yr]: 199.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 999/1000  time [yr]: 199.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 1000/1000  time [yr]: 200.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.17554
   Total Core solution elapsed time:       684.283
   Linear solver elapsed time:             425.335 (62%)

   Total elapsed time: 0 hrs 11 min 24 sec
loading results from cluster
SUCCESS
Testing example: ISMIP

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

2024-11-29 17:51:36.477 MATLAB[18783:38682056] XType: com.apple.fonts is not accessible.
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2024-11-29 17:51:36.810 MATLAB[18783:38682056] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
   Constructing Geometry
   Defining friction parameters
   Construct ice rheological properties
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no dsl.global_average_thermosteric_sea_level specified: transient values set to zero
      no dsl.sea_surface_height_above_geoid specified: transient values set to zero
      no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

   solver residue: norm(KU-F)/norm(F)=1.22004e-11
   mechanical equilibrium convergence criterion   100 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.93163e+11 &gt; 1 %
   Convergence criterion: max(du)                 1.71957e-06 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=4.44889e-11
   mechanical equilibrium convergence criterion   76.8235 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        15.6455 &gt; 1 %
   Convergence criterion: max(du)                 4.09332e-07 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=8.91241e-11
   mechanical equilibrium convergence criterion   38.5767 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        11.2403 &gt; 1 %
   Convergence criterion: max(du)                 3.00053e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.64879e-10
   mechanical equilibrium convergence criterion   24.567 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        7.81407 &gt; 1 %
   Convergence criterion: max(du)                 2.08151e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.95124e-10
   mechanical equilibrium convergence criterion   15.9808 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        5.30991 &gt; 1 %
   Convergence criterion: max(du)                 1.43808e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21014e-10
   mechanical equilibrium convergence criterion   10.0203 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        3.55838 &gt; 1 %
   Convergence criterion: max(du)                 9.77761e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.42585e-10
   mechanical equilibrium convergence criterion   6.28176 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.36978 &gt; 1 %
   Convergence criterion: max(du)                 6.58033e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.47802e-10
   mechanical equilibrium convergence criterion   3.98732 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.57429 &gt; 1 %
   Convergence criterion: max(du)                 4.42306e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.603e-10
   mechanical equilibrium convergence criterion   2.56479 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.04497 &gt; 1 %
   Convergence criterion: max(du)                 2.95422e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.8839e-10
   mechanical equilibrium convergence criterion   1.6672 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.693537 &lt; 1 %
   Convergence criterion: max(du)                 1.96268e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21705e-10
   mechanical equilibrium convergence criterion   1.09168 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.460377 &lt; 1 %
   Convergence criterion: max(du)                 1.29995e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.73512e-10
   mechanical equilibrium convergence criterion   0.718201 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.305689 &lt; 1 %
   Convergence criterion: max(du)                 8.5961e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.66859e-10
   mechanical equilibrium convergence criterion   0.473849 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.20304 &lt; 1 %
   Convergence criterion: max(du)                 5.68039e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53618e-10
   mechanical equilibrium convergence criterion   0.31315 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.1349 &lt; 1 %
   Convergence criterion: max(du)                 3.7532e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.31342e-10
   mechanical equilibrium convergence criterion   0.207134 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0896529 &lt; 1 %
   Convergence criterion: max(du)                 2.48041e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53864e-10
   mechanical equilibrium convergence criterion   0.137068 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0595968 &lt; 1 %
   Convergence criterion: max(du)                 1.63991e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.67619e-10
   mechanical equilibrium convergence criterion   0.090717 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0396256 &lt; 1 %
   Convergence criterion: max(du)                 1.08476e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.36714e-10
   mechanical equilibrium convergence criterion   0.0600398 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0263519 &lt; 1 %
   Convergence criterion: max(du)                 7.17916e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.76068e-10
   mechanical equilibrium convergence criterion   0.0397332 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0175276 &lt; 1 %
   Convergence criterion: max(du)                 4.75381e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.91592e-10
   mechanical equilibrium convergence criterion   0.0262916 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0116599 &lt; 1 %
   Convergence criterion: max(du)                 3.14939e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.96593e-10
   mechanical equilibrium convergence criterion   0.0173951 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00775754 &lt; 1 %
   Convergence criterion: max(du)                 2.08743e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.3752e-10
   mechanical equilibrium convergence criterion   0.0115076 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00516182 &lt; 1 %
   Convergence criterion: max(du)                 1.38415e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.78097e-10
   mechanical equilibrium convergence criterion   0.00761203 &lt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.003435 &lt; 1 %
   Convergence criterion: max(du)                 9.18157e-11 &lt; 3.17098e-07
   number of unstable constraints: 0

   total number of iterations: 23

   solver residue: norm(KU-F)/norm(F)=9.14712e-15
write lock file:

   FemModel initialization elapsed time:   0.119266
   Total Core solution elapsed time:       8.19441
   Linear solver elapsed time:             4.16619 (51%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
Testing example: IceBridge

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...

   new number of triangles = 8288
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
      reading IceBridge Jakobshavn bedrock
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      27065.6  |       5900.203      21165.4  7.69751e-32
 x =         1 | f(x) =     17034.49  |       3078.516     13955.94   0.03857034
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     17032.65  |       3077.388     13955.23   0.03857034
 x =         1 | f(x) =     11029.03  |       1769.281     9259.544    0.2059931
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     11026.43  |        1766.95     9259.277    0.2059931
 x =         1 | f(x) =     9081.232  |       1408.483      7672.37    0.3791164
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     9086.581  |       1415.848     7670.353    0.3791164
 x =         1 | f(x) =     8715.311  |       1336.523      7378.36    0.4275718
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8715.226  |       1336.434     7378.364    0.4275718
 x =         1 | f(x) =     8573.931  |       1291.502     7281.982    0.4465695
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8572.735  |       1290.437     7281.852    0.4465695
 x =         1 | f(x) =     7716.488  |        1183.03      6532.81    0.6481422
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7756.682  |       1223.917     6532.117    0.6481422
 x =         1 | f(x) =     7489.554  |       1056.254     6432.615    0.6851672
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7491.419  |       1058.204     6432.529    0.6851672
 x =         1 | f(x) =     6994.312  |       1036.461     5956.977    0.8747352
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7025.843  |       1068.729      5956.24    0.8747352
 x =         1 | f(x) =     6861.466  |        960.691     5899.871    0.9040446
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6862.929  |       962.2429     5899.782    0.9040446
 x =         1 | f(x) =      6488.92  |       900.8583     5586.998     1.063107
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =         6502  |       914.4696     5586.468     1.063107
 x =         1 | f(x) =     6390.493  |       908.1139     5481.242      1.13734
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6392.904  |       910.7105     5481.056      1.13734
 x =         1 | f(x) =     6076.699  |       813.1729     5262.244     1.282287
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6083.601  |       820.3323     5261.986     1.282287
 x =         1 | f(x) =     5998.763  |        842.841     5154.538     1.384334
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      6000.41  |       844.7097     5154.316     1.384334
 x =         1 | f(x) =     5805.949  |       792.0692     5012.378     1.501603
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5810.177  |       796.6477     5012.027     1.501603
 x =         1 | f(x) =      5733.63  |       792.0338      4940.02     1.576293
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5735.879  |       794.3976     4939.905     1.576293
 x =         1 | f(x) =     5594.183  |       780.2389     4812.231     1.713061
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5613.852  |       800.1366     4812.002     1.713061
 x =         1 | f(x) =     5525.625  |       724.8518     4799.047     1.726943
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5526.085  |       725.3567     4799.001     1.726943
 x =         1 | f(x) =     5472.257  |       757.6889     4712.724     1.844519
 x =  0.381966 | f(x) =     5470.056  |       706.7403     4761.544     1.771066
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5470.153  |       705.5893     4762.792     1.771066
 x =         1 | f(x) =     5348.065  |       689.2742     4656.866     1.924838
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5349.063  |       690.5543     4656.583     1.924838
 x =         1 | f(x) =     5323.264  |       725.9752     4595.258     2.031613
 x =  0.381966 | f(x) =     5318.111  |       685.6298     4630.518     1.963546
 x =  0.618034 | f(x) =     5308.632  |        689.069     4617.574     1.988759
 x =  0.763932 | f(x) =     5310.748  |       699.9833      4608.76     2.004853
 x =  0.640305 | f(x) =     5312.108  |       694.3663     4615.751     1.991192
 x =  0.527864 | f(x) =     5311.407  |       686.9596     4622.469     1.979004
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5309.026  |       689.6317     4617.406     1.988759
 x =         1 | f(x) =     5275.422  |       699.2334     4574.118     2.070806
 x =  0.381966 | f(x) =     5274.799  |       674.2207     4598.559     2.018629
 x =  0.618034 | f(x) =     5270.697  |       679.0485      4589.61      2.03799
 x =  0.763932 | f(x) =     5271.927  |       686.2973      4583.58     2.050284
 x =  0.628574 | f(x) =     5272.884  |       682.0866     4588.758     2.038868
 x =  0.527864 | f(x) =     5273.653  |       678.6367     4592.985     2.030532
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5272.459  |       680.9517      4589.47      2.03799
 x =         1 | f(x) =     5241.616  |       666.7242     4572.824     2.067936
 x =  0.381966 | f(x) =     5258.164  |       673.5841      4582.53     2.049306
 x =  0.618034 | f(x) =     5251.629  |       670.7857     4578.787     2.056385
 x =  0.763932 | f(x) =     5247.083  |       668.7172     4576.305     2.060781
 x =  0.854102 | f(x) =     5244.291  |       667.4734     4574.754     2.063509
 x =   0.90983 | f(x) =     5242.609  |       666.7515     4573.793       2.0652
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5240.169  |        665.809     4572.292     2.067936
 x =         1 | f(x) =      5220.71  |       661.7395     4556.873     2.097223
 x =  0.381966 | f(x) =     5231.626  |       663.6697     4565.877     2.079048
 x =  0.618034 | f(x) =     5227.433  |       662.8709     4562.476     2.085961
 x =  0.763932 | f(x) =     5224.646  |       662.4136     4560.142     2.090252
 x =  0.854102 | f(x) =     5222.961  |       662.1916     4558.677     2.092911
 x =   0.90983 | f(x) =     5221.949  |       662.0857     4557.769     2.094556
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5220.387  |        661.933     4556.356     2.097223
 x =         1 | f(x) =     5202.337  |       659.3586     4540.852     2.126991
 x =  0.381966 | f(x) =      5212.61  |       660.6193     4549.883     2.108547
 x =  0.618034 | f(x) =     5208.714  |       660.1207     4546.477     2.115567
 x =  0.763932 | f(x) =     5205.972  |       659.7097     4544.143     2.119922
 x =  0.854102 | f(x) =     5204.236  |       659.4346     4542.679     2.122618
 x =   0.90983 | f(x) =     5203.155  |       659.2591     4541.772     2.124287
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =       5201.5  |       659.0157     4540.357     2.126991
 x =         1 | f(x) =     5183.849  |       656.5169     4525.176     2.156824
 x =  0.381966 | f(x) =     5193.993  |        657.867     4533.987     2.138348
 x =  0.618034 | f(x) =      5190.14  |       657.3415     4530.653     2.145382
 x =  0.763932 | f(x) =     5187.486  |       656.9568      4528.38     2.149744
 x =  0.854102 | f(x) =     5185.818  |       656.7082     4526.957     2.152446
 x =   0.90983 | f(x) =     5184.782  |       656.5514     4526.076     2.154118
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5183.181  |       656.3184     4524.706     2.156824
 x =         1 | f(x) =     5166.265  |       653.8609     4510.217     2.186693
 x =  0.381966 | f(x) =     5176.005  |       655.1622     4518.675     2.168182
 x =  0.618034 | f(x) =     5172.318  |       654.6566     4515.486     2.175229
 x =  0.763932 | f(x) =     5169.752  |       654.2676     4513.305     2.179599
 x =  0.854102 | f(x) =      5168.13  |       654.0103     4511.938     2.182305
 x =   0.90983 | f(x) =     5167.121  |        653.846     4511.091      2.18398
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5165.563  |       653.6068     4509.769     2.186693
 x =         1 | f(x) =     5149.028  |       651.1024     4495.709     2.216675
 x =  0.381966 | f(x) =     5158.561  |       652.4536     4503.909     2.198097
 x =  0.618034 | f(x) =     5154.957  |       651.9305     4500.822      2.20517
 x =  0.763932 | f(x) =     5152.451  |        651.537     4498.705     2.209556
 x =  0.854102 | f(x) =     5150.868  |       651.2792     4497.376     2.212272
 x =   0.90983 | f(x) =     5149.882  |       651.1152     4496.552     2.213952
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5148.356  |       650.8733     4495.266     2.216675
 x =         1 | f(x) =     5131.941  |       648.2739      4481.42     2.246887
 x =  0.381966 | f(x) =      5141.41  |       649.6736     4489.508     2.228155
 x =  0.618034 | f(x) =     5137.836  |       649.1336     4486.467     2.235287
 x =  0.763932 | f(x) =     5135.338  |       648.7232     4484.375     2.239709
 x =  0.854102 | f(x) =     5133.757  |       648.4536     4483.061     2.242448
 x =   0.90983 | f(x) =     5132.772  |       648.2819     4482.246     2.244142
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5131.251  |       648.0296     4480.975     2.246887
 x =         1 | f(x) =     5114.658  |       645.3687     4467.012     2.277491
 x =  0.381966 | f(x) =     5124.202  |       646.7884     4475.155      2.25852
 x =  0.618034 | f(x) =      5120.59  |       646.2391     4472.085     2.265744
 x =  0.763932 | f(x) =     5118.074  |       645.8201     4469.984     2.270222
 x =  0.854102 | f(x) =     5116.483  |       645.5459     4468.665     2.272995
 x =   0.90983 | f(x) =     5115.489  |       645.3718     4467.842     2.274711
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5113.944  |       645.1173     4466.549     2.277491
 x =         1 | f(x) =     5097.497  |       642.6618     4452.527     2.308463
 x =  0.381966 | f(x) =     5106.725  |        643.844     4460.592     2.289275
 x =  0.618034 | f(x) =     5103.098  |       643.2994     4457.502     2.296598
 x =  0.763932 | f(x) =     5100.679  |       642.9634     4455.415     2.301124
 x =  0.854102 | f(x) =     5099.157  |       642.7437     4454.109     2.303926
 x =   0.90983 | f(x) =     5098.211  |       642.6029     4453.303     2.305658
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.095224
   Total Core solution elapsed time:       34.4395
   Linear solver elapsed time:             17.4227 (51%)

   Total elapsed time: 0 hrs 0 min 34 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90952e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   40.0062 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        51.744 &gt; 10 %
   Convergence criterion: max(du)                 0.000156722
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24132e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.83978 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.93163 &lt; 10 %
   Convergence criterion: max(du)                 1.86578e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.03774 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.37988 &lt; 10 %
   Convergence criterion: max(du)                 7.83442e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88245e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.258198 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07426 &lt; 10 %
   Convergence criterion: max(du)                 3.84522e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58824e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79148e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.579836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        42.6946 &gt; 10 %
   Convergence criterion: max(du)                 0.000129592
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99126e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.181112 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.8599 &lt; 10 %
   Convergence criterion: max(du)                 1.22631e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68854e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.29581 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        23.2133 &gt; 10 %
   Convergence criterion: max(du)                 5.30421e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91978e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0922583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.30905 &lt; 10 %
   Convergence criterion: max(du)                 1.56862e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95065e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87503e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.198505 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.4286 &gt; 10 %
   Convergence criterion: max(du)                 4.50849e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.054312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.66342 &lt; 10 %
   Convergence criterion: max(du)                 2.38723e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58291e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78478e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.165193 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        10.4077 &gt; 10 %
   Convergence criterion: max(du)                 4.82107e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7931e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0476213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.44265 &lt; 10 %
   Convergence criterion: max(du)                 2.84468e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69739e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.23914e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149263 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.21398 &lt; 10 %
   Convergence criterion: max(du)                 4.63752e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64538e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71524e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.157105 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.33302 &lt; 10 %
   Convergence criterion: max(du)                 5.19675e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72829e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77528e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.154827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.22583 &lt; 10 %
   Convergence criterion: max(du)                 5.03355e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56814e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15421e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149702 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.67201 &lt; 10 %
   Convergence criterion: max(du)                 4.4308e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61005e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.03734e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.144213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.15722 &lt; 10 %
   Convergence criterion: max(du)                 3.64248e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74865e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93401e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.138839 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.91063 &lt; 10 %
   Convergence criterion: max(du)                 2.8626e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72024e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.19677e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.133785 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.98574 &lt; 10 %
   Convergence criterion: max(du)                 2.20048e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.46812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.85773e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.34244 &lt; 10 %
   Convergence criterion: max(du)                 1.69106e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02537e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124927 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.90948 &lt; 10 %
   Convergence criterion: max(du)                 1.32356e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63951e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.86254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121046 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.61812 &lt; 10 %
   Convergence criterion: max(du)                 1.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03551e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.117504 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.41647 &lt; 10 %
   Convergence criterion: max(du)                 8.93782e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64591e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18116e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.114284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.27046 &lt; 10 %
   Convergence criterion: max(du)                 7.73462e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87198e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67711e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111367 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.1594 &lt; 10 %
   Convergence criterion: max(du)                 6.88107e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83576e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11616e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07113 &lt; 10 %
   Convergence criterion: max(du)                 6.24711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.55526e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77307e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.998493 &lt; 10 %
   Convergence criterion: max(du)                 5.75025e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.48799e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.2087e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104206 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.937125 &lt; 10 %
   Convergence criterion: max(du)                 5.3407e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74106e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91336e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.884247 &lt; 10 %
   Convergence criterion: max(du)                 4.98966e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.286e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99161e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100465 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.838226 &lt; 10 %
   Convergence criterion: max(du)                 4.68095e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84422e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988228 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.797679 &lt; 10 %
   Convergence criterion: max(du)                 4.40552e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8138e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0973049 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.761639 &lt; 10 %
   Convergence criterion: max(du)                 4.15807e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09589 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.729262 &lt; 10 %
   Convergence criterion: max(du)                 3.93508e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0945622 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.699987 &lt; 10 %
   Convergence criterion: max(du)                 3.73383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74985e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88185e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0933088 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.673373 &lt; 10 %
   Convergence criterion: max(du)                 3.55194e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91575e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0921186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.649074 &lt; 10 %
   Convergence criterion: max(du)                 3.38733e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80901e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.33172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0909765 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.626782 &lt; 10 %
   Convergence criterion: max(du)                 3.23787e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.20306e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.16272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0898938 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606266 &lt; 10 %
   Convergence criterion: max(du)                 3.1018e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73396e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0888679 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.587377 &lt; 10 %
   Convergence criterion: max(du)                 2.97749e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79668e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67047e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878845 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.570048 &lt; 10 %
   Convergence criterion: max(du)                 2.86347e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56368e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9056e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0869359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.554064 &lt; 10 %
   Convergence criterion: max(du)                 2.75845e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0860176 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.539173 &lt; 10 %
   Convergence criterion: max(du)                 2.6613e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69165e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8763e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0851273 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.525203 &lt; 10 %
   Convergence criterion: max(du)                 2.5711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63712e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09545e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0842647 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.51205 &lt; 10 %
   Convergence criterion: max(du)                 2.48706e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.84864e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96674e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0834299 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.499628 &lt; 10 %
   Convergence criterion: max(du)                 2.40854e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78077e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.1026e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0826229 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.487841 &lt; 10 %
   Convergence criterion: max(du)                 2.33498e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90875e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.081843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.47662 &lt; 10 %
   Convergence criterion: max(du)                 2.2659e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.05651e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0810856 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.465877 &lt; 10 %
   Convergence criterion: max(du)                 2.20091e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93212e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99869e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0803506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.455531 &lt; 10 %
   Convergence criterion: max(du)                 2.13964e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.00827e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.37624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0796359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445517 &lt; 10 %
   Convergence criterion: max(du)                 2.08176e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74662e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99065e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.07894 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.435768 &lt; 10 %
   Convergence criterion: max(du)                 2.02701e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53725e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.28058e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0782614 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.42629 &lt; 10 %
   Convergence criterion: max(du)                 1.97513e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78874e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.25214e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0775988 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.417072 &lt; 10 %
   Convergence criterion: max(du)                 1.9259e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.75042e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0769509 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.408118 &lt; 10 %
   Convergence criterion: max(du)                 1.8791e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74869e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01767e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763168 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.399417 &lt; 10 %
   Convergence criterion: max(du)                 1.83457e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.52109e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.36705e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.390975 &lt; 10 %
   Convergence criterion: max(du)                 1.79214e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8633e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0750865 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.382779 &lt; 10 %
   Convergence criterion: max(du)                 1.75173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12025e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8378e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0744891 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.374844 &lt; 10 %
   Convergence criterion: max(du)                 1.71313e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60042e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11485e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0739079 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.362827 &lt; 10 %
   Convergence criterion: max(du)                 1.6621e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57742e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.06592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733373 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.350628 &lt; 10 %
   Convergence criterion: max(du)                 1.60939e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.51613e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79029e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0727769 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.33879 &lt; 10 %
   Convergence criterion: max(du)                 1.55893e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67588e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81957e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0722264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327423 &lt; 10 %
   Convergence criterion: max(du)                 1.51167e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50432e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0716855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.316536 &lt; 10 %
   Convergence criterion: max(du)                 1.4676e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.562e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02964e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0711543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.306126 &lt; 10 %
   Convergence criterion: max(du)                 1.42643e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73521e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09792e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706323 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296179 &lt; 10 %
   Convergence criterion: max(du)                 1.38775e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80906e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.95938e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0701194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.286654 &lt; 10 %
   Convergence criterion: max(du)                 1.35119e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.98092e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0696153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.277549 &lt; 10 %
   Convergence criterion: max(du)                 1.3164e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98381e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9844e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0691199 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.268864 &lt; 10 %
   Convergence criterion: max(du)                 1.28311e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07484e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.758e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.068633 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.260586 &lt; 10 %
   Convergence criterion: max(du)                 1.25112e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69713e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92384e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0681543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.252703 &lt; 10 %
   Convergence criterion: max(du)                 1.22026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79956e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676835 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.245188 &lt; 10 %
   Convergence criterion: max(du)                 1.19043e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79287e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.08947e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0672203 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.237927 &lt; 10 %
   Convergence criterion: max(du)                 1.16154e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70839e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18706e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0667652 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.231092 &lt; 10 %
   Convergence criterion: max(du)                 1.13352e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90053e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84323e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0663172 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.22462 &lt; 10 %
   Convergence criterion: max(du)                 1.10633e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91333e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78985e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0658764 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.218499 &lt; 10 %
   Convergence criterion: max(du)                 1.0799e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81785e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92864e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0654425 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.212706 &lt; 10 %
   Convergence criterion: max(du)                 1.0542e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63054e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87888e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.20725 &lt; 10 %
   Convergence criterion: max(du)                 1.02919e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74963e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645949 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.202082 &lt; 10 %
   Convergence criterion: max(du)                 1.00482e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75649e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.30722e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0641809 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.197233 &lt; 10 %
   Convergence criterion: max(du)                 9.81074e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01542e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0637733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.192578 &lt; 10 %
   Convergence criterion: max(du)                 9.57908e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64894e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60291e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063372 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188381 &lt; 10 %
   Convergence criterion: max(du)                 9.3529e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56683e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.04033e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0629767 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.18449 &lt; 10 %
   Convergence criterion: max(du)                 9.13182e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80818e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.27249e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0625876 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.180899 &lt; 10 %
   Convergence criterion: max(du)                 8.91577e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67921e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.879e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0622044 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.177604 &lt; 10 %
   Convergence criterion: max(du)                 8.70459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.872e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79439e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0618266 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.174598 &lt; 10 %
   Convergence criterion: max(du)                 8.49801e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0614541 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171868 &lt; 10 %
   Convergence criterion: max(du)                 8.42481e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80772e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0610872 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.169371 &lt; 10 %
   Convergence criterion: max(du)                 8.5016e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86548e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.89853e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0607257 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166878 &lt; 10 %
   Convergence criterion: max(du)                 8.56847e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603694 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164926 &lt; 10 %
   Convergence criterion: max(du)                 8.62499e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08446e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7682e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0600192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.163357 &lt; 10 %
   Convergence criterion: max(du)                 8.72759e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01176e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0596741 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162021 &lt; 10 %
   Convergence criterion: max(du)                 8.81599e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.65875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87281e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0593326 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160712 &lt; 10 %
   Convergence criterion: max(du)                 8.84127e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68685e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.07254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0589956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159568 &lt; 10 %
   Convergence criterion: max(du)                 8.8477e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69546e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0586632 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158695 &lt; 10 %
   Convergence criterion: max(du)                 8.83843e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61119e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00821e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0583353 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158032 &lt; 10 %
   Convergence criterion: max(du)                 8.81648e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80817e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93141e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0580117 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157615 &lt; 10 %
   Convergence criterion: max(du)                 8.78242e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7051e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0576926 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157574 &lt; 10 %
   Convergence criterion: max(du)                 8.73655e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77091e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69493e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0573778 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157866 &lt; 10 %
   Convergence criterion: max(du)                 8.67918e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83501e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88302e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0570669 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158338 &lt; 10 %
   Convergence criterion: max(du)                 8.61067e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75347e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94201e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0567599 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158938 &lt; 10 %
   Convergence criterion: max(du)                 8.53142e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71259e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564556 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159689 &lt; 10 %
   Convergence criterion: max(du)                 8.44192e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73268e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0561557 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160629 &lt; 10 %
   Convergence criterion: max(du)                 8.34268e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.5454e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15088e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05586 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.161758 &lt; 10 %
   Convergence criterion: max(du)                 8.23427e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75477e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87441e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0555678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162987 &lt; 10 %
   Convergence criterion: max(du)                 8.11726e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86581e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62004e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0552798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164309 &lt; 10 %
   Convergence criterion: max(du)                 7.9923e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8555e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9794e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0549959 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166002 &lt; 10 %
   Convergence criterion: max(du)                 7.86001e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81538e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547161 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.167956 &lt; 10 %
   Convergence criterion: max(du)                 7.74989e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80103e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.10986
   Total Core solution elapsed time:       31.2808
   Linear solver elapsed time:             15.6572 (50%)

   Total elapsed time: 0 hrs 0 min 31 sec
loading results from cluster
   Step 5: Plotting
2024-11-29 17:53:15.774 MATLAB[23212:38689462] XType: com.apple.fonts is not accessible.
2024-11-29 17:53:15.774 MATLAB[23212:38689462] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:53:15.964 MATLAB[23212:38689462] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:15.964 MATLAB[23212:38689462] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:53:15.965 MATLAB[23212:38689462] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:15.969 MATLAB[23212:38689462] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:15.969 MATLAB[23212:38689462] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
SUCCESS
Testing example: IceflowModels

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.060264
   Total Core solution elapsed time:       0.088913
   Linear solver elapsed time:             0.012181 (14%)

   Total elapsed time: 0 hrs 0 min 0 sec
SUCCESS
Testing example: Inversion

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031583
   Total Core solution elapsed time:       0.217021
   Linear solver elapsed time:             0.188316 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
2024-11-29 17:53:46.281 MATLAB[23472:38690285] XType: com.apple.fonts is not accessible.
2024-11-29 17:53:46.281 MATLAB[23472:38690285] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:53:46.465 MATLAB[23472:38690285] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:46.465 MATLAB[23472:38690285] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:53:46.466 MATLAB[23472:38690285] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:46.470 MATLAB[23472:38690285] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:53:46.470 MATLAB[23472:38690285] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031445
   Total Core solution elapsed time:       0.220026
   Linear solver elapsed time:             0.189896 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294              │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04              │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195              │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651              │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8              │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3              │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6              │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9              │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26              │
│ 10 │ f(x)=    52.098 │   4.15e-07 │      52.1              │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46              │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28              │
│ 13 │ f(x)=    9.8225 │   1.14e-07 │     9.822              │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809              │
│ 15 │ f(x)=    2.4895 │   9.36e-08 │      2.49              │
│ 16 │ f(x)=    1.7087 │    3.9e-08 │     1.709              │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355              │
│ 18 │ f(x)=   0.88095 │   4.29e-08 │    0.8809              │
│ 19 │ f(x)=   0.47917 │   1.58e-08 │    0.4792              │
│ 20 │ f(x)=   0.39798 │   1.12e-08 │     0.398              │
│ 21 │ f(x)=   0.32618 │    1.1e-08 │    0.3262              │
│ 22 │ f(x)=   0.20219 │   9.75e-09 │    0.2022              │
│ 23 │ f(x)=   0.19258 │      2e-08 │    0.1926              │
│ 24 │ f(x)=   0.13083 │      9e-09 │    0.1308              │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.037693
   Total Core solution elapsed time:       4.01147
   Linear solver elapsed time:             3.4179  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-30    │
│  2 │ f(x)=     71319 │   0.000249 │ 7.132e+04     3.972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0007499    │
│  4 │ f(x)=    2627.9 │   1.74e-05 │      2627     1.297    │
│  5 │ f(x)=    501.86 │   3.38e-06 │     501.8   0.07914    │
│  6 │ f(x)=    727.82 │   7.39e-06 │     726.8     1.025    │
│  7 │ f(x)=    161.71 │   1.37e-06 │     161.4    0.2828    │
│  8 │ f(x)=    110.74 │   1.54e-06 │     110.1    0.6226    │
│  9 │ f(x)=    75.417 │   7.01e-07 │     74.86    0.5524    │
│ 10 │ f(x)=    50.079 │   3.95e-07 │     49.47    0.6103    │
│ 11 │ f(x)=    27.016 │   2.74e-07 │     26.23    0.7915    │
│ 12 │ f(x)=    15.765 │   1.64e-07 │     14.96     0.806    │
│ 13 │ f(x)=    10.429 │   1.16e-07 │     9.679    0.7495    │
│ 14 │ f(x)=    6.1855 │    9.8e-08 │      5.48     0.706    │
│ 15 │ f(x)=     2.894 │   8.74e-08 │     2.219    0.6751    │
│ 16 │ f(x)=    2.0594 │   3.93e-08 │     1.444    0.6159    │
│ 17 │ f(x)=    1.6545 │   3.92e-08 │      1.06    0.5944    │
│ 18 │ f(x)=    1.2382 │   3.66e-08 │    0.6934    0.5447    │
│ 19 │ f(x)=   0.93157 │   2.26e-08 │    0.4485    0.4831    │
│ 20 │ f(x)=   0.82377 │   1.47e-08 │    0.3782    0.4455    │
│ 21 │ f(x)=   0.73206 │   1.53e-08 │    0.3127    0.4193    │
│ 22 │ f(x)=   0.60194 │   1.25e-08 │    0.2118    0.3902    │
│ 23 │ f(x)=   0.56118 │    1.3e-08 │    0.1899    0.3713    │
│ 24 │ f(x)=   0.54169 │   7.15e-09 │    0.1757     0.366    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038062
   Total Core solution elapsed time:       4.01567
   Linear solver elapsed time:             3.4088  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
Testing example: Jakobshavn

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...

   new number of triangles = 3007
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating thicknesses
   Interpolating bedrock topography
   Constructing surface elevation
   Interpolating velocities
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file Jakobshavn.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     83691.82  |       83608.87      82.9538
 x =         1 | f(x) =     71282.22  |       71202.56     79.65915
====================== step 2/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     71434.03  |       71354.35     79.67283
 x =         1 | f(x) =     61944.77  |       61868.32      76.4542
====================== step 3/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     61661.08  |       61584.65     76.42878
 x =         1 | f(x) =     55044.64  |       54971.17     73.46996
====================== step 4/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     54783.23  |       54709.79     73.44058
 x =         1 | f(x) =     49978.08  |       49907.35      70.7277
====================== step 5/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     49772.38  |       49701.68     70.70017
 x =         1 | f(x) =     46134.88  |       46066.67     68.21092
====================== step 6/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     45971.44  |       45903.26     68.18565
 x =         1 | f(x) =     43246.98  |       43181.03     65.95402
====================== step 7/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     43116.42  |       43050.49     65.93162
 x =         1 | f(x) =     41186.24  |        41122.2     64.04128
====================== step 8/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41086.83  |       41022.81     64.02207
 x =         1 | f(x) =     39691.01  |       39628.64     62.36093
====================== step 9/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39617.72  |       39555.37     62.34435
 x =         1 | f(x) =     38647.74  |       38586.78     60.96179
====================== step 10/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      38542.7  |       38481.76     60.93448
 x =         1 | f(x) =     37742.73  |       37683.01     59.72204
====================== step 11/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37651.01  |       37591.32     59.69631
 x =         1 | f(x) =      36980.6  |          36922     58.60387
====================== step 12/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36901.71  |       36843.13     58.58021
 x =         1 | f(x) =     36328.21  |       36270.64     57.57771
====================== step 13/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36259.35  |       36201.79     57.55583
 x =         1 | f(x) =     35760.77  |       35704.15      56.6245
====================== step 14/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35699.86  |       35643.25     56.60405
 x =         1 | f(x) =     35257.21  |       35201.48      55.7326
====================== step 15/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35202.45  |       35146.74     55.71261
 x =         1 | f(x) =     34832.95  |       34778.07     54.88295
====================== step 16/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34786.61  |       34731.75     54.86544
 x =         1 | f(x) =     34479.86  |       34425.78     54.08727
 x =  0.381966 | f(x) =     34579.35  |       34524.82     54.53269
 x =  0.618034 | f(x) =     34536.62  |       34482.25     54.36682
 x =  0.763932 | f(x) =     34495.21  |       34440.96      54.2533
 x =  0.854102 | f(x) =     34462.49  |       34408.31     54.17991
 x =   0.90983 | f(x) =     34438.41  |       34384.27      54.1331
====================== step 17/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34428.06  |       34373.94     54.12786
 x =         1 | f(x) =     34186.62  |       34133.22     53.39879
 x =  0.381966 | f(x) =     34281.41  |       34227.59     53.82491
 x =  0.618034 | f(x) =     34245.75  |       34192.08     53.66858
 x =  0.763932 | f(x) =      34211.4  |       34157.84     53.56115
 x =  0.854102 | f(x) =     34184.23  |       34130.74     53.49158
 x =   0.90983 | f(x) =     34164.21  |       34110.77      53.4472
====================== step 18/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34155.78  |       34102.33     53.44227
 x =         1 | f(x) =     33946.97  |       33894.23     52.74752
 x =  0.381966 | f(x) =     34030.65  |       33977.49      53.1537
 x =  0.618034 | f(x) =     34000.42  |       33947.42     53.00515
 x =  0.763932 | f(x) =     33970.44  |       33917.53     52.90262
 x =  0.854102 | f(x) =     33946.39  |       33893.55     52.83617
 x =   0.90983 | f(x) =      33928.5  |        33875.7     52.79378
====================== step 19/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33920.82  |       33868.03       52.789
 x =         1 | f(x) =     33740.96  |       33688.83     52.12422
 x =  0.381966 | f(x) =     33811.12  |       33758.61     52.51346
 x =  0.618034 | f(x) =     33784.82  |       33732.45     52.37163
 x =  0.763932 | f(x) =     33759.33  |       33707.05     52.27353
 x =  0.854102 | f(x) =     33739.07  |       33686.86     52.20992
 x =   0.90983 | f(x) =      33724.1  |       33671.93     52.16935
====================== step 20/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33717.79  |       33665.62     52.16487
 x =         1 | f(x) =     33583.19  |       33531.66     51.52454
 x =  0.381966 | f(x) =     33635.61  |       33583.71     51.90026
 x =  0.618034 | f(x) =     33615.74  |       33563.98     51.76344
 x =  0.763932 | f(x) =        33597  |       33545.33     51.66875
 x =  0.854102 | f(x) =     33582.39  |       33530.78     51.60748
 x =   0.90983 | f(x) =     33571.73  |       33520.16     51.56847
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.075332
   Total Core solution elapsed time:       12.6694
   Linear solver elapsed time:             8.72782 (69%)

   Total elapsed time: 0 hrs 0 min 12 sec
loading results from cluster
   Plotting
2024-11-29 17:54:27.979 MATLAB[23675:38691007] XType: com.apple.fonts is not accessible.
2024-11-29 17:54:27.979 MATLAB[23675:38691007] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:54:28.174 MATLAB[23675:38691007] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:28.174 MATLAB[23675:38691007] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:54:28.175 MATLAB[23675:38691007] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:28.180 MATLAB[23675:38691007] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:28.180 MATLAB[23675:38691007] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
SUCCESS
Testing example: LcurveAnalysis

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.033237
   Total Core solution elapsed time:       0.208019
   Linear solver elapsed time:             0.181663 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
2024-11-29 17:54:44.284 MATLAB[23789:38691360] XType: com.apple.fonts is not accessible.
2024-11-29 17:54:44.284 MATLAB[23789:38691360] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:54:44.467 MATLAB[23789:38691360] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:44.467 MATLAB[23789:38691360] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:54:44.468 MATLAB[23789:38691360] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:44.472 MATLAB[23789:38691360] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:54:44.472 MATLAB[23789:38691360] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.032188
   Total Core solution elapsed time:       0.222645
   Linear solver elapsed time:             0.191724 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
------------------------------------------------------------
      alpha iteration: 1/31, alpha value: 1e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0003972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-08    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0001327    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 7.927e-06    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0001068    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 2.844e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 6.549e-05    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 5.715e-05    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 6.311e-05    │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46 8.565e-05    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 9.124e-05    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822 9.174e-05    │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809 9.448e-05    │
│ 15 │ f(x)=    2.4896 │   9.36e-08 │     2.489 0.0001059    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0001056    │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355 0.0001093    │
│ 18 │ f(x)=   0.88103 │   4.29e-08 │    0.8809 0.0001114    │
│ 19 │ f(x)=   0.47927 │   1.58e-08 │    0.4791 0.0001157    │
│ 20 │ f(x)=   0.39808 │   1.12e-08 │     0.398 0.0001159    │
│ 21 │ f(x)=   0.32628 │    1.1e-08 │    0.3262 0.0001175    │
│ 22 │ f(x)=   0.20229 │   9.75e-09 │    0.2022 0.0001245    │
│ 23 │ f(x)=    0.1927 │      2e-08 │    0.1926  0.000128    │
│ 24 │ f(x)=   0.13094 │      9e-09 │    0.1308 0.0001282    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038019
   Total Core solution elapsed time:       4.03123
   Linear solver elapsed time:             3.42475 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 2/31, alpha value: 1.9953e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0007924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.496e-07    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0002648    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 1.582e-05    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0002131    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 5.675e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0001307    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.000114    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0001259    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0001709    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28  0.000182    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822  0.000183    │
│ 14 │ f(x)=    5.8088 │   9.69e-08 │     5.809 0.0001885    │
│ 15 │ f(x)=    2.4897 │   9.36e-08 │     2.489 0.0002114    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0002107    │
│ 17 │ f(x)=     1.355 │   3.96e-08 │     1.355  0.000218    │
│ 18 │ f(x)=   0.88111 │   4.29e-08 │    0.8809 0.0002223    │
│ 19 │ f(x)=   0.47936 │   1.58e-08 │    0.4791 0.0002308    │
│ 20 │ f(x)=   0.39819 │   1.12e-08 │     0.398 0.0002313    │
│ 21 │ f(x)=   0.32639 │    1.1e-08 │    0.3262 0.0002344    │
│ 22 │ f(x)=    0.2024 │   9.75e-09 │    0.2022 0.0002484    │
│ 23 │ f(x)=   0.19282 │      2e-08 │    0.1926 0.0002552    │
│ 24 │ f(x)=   0.13105 │      9e-09 │    0.1308 0.0002557    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040899
   Total Core solution elapsed time:       4.00263
   Linear solver elapsed time:             3.40043 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 3/31, alpha value: 3.9811e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.001581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.986e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651 0.0005284    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 3.156e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0004251    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0001132    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0002607    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0002275    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0002512    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46  0.000341    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 0.0003632    │
│ 13 │ f(x)=    9.8228 │   1.14e-07 │     9.822 0.0003652    │
│ 14 │ f(x)=     5.809 │   9.69e-08 │     5.809 0.0003761    │
│ 15 │ f(x)=    2.4898 │   9.36e-08 │     2.489 0.0004217    │
│ 16 │ f(x)=     1.709 │    3.9e-08 │     1.709 0.0004203    │
│ 17 │ f(x)=    1.3551 │   3.96e-08 │     1.355 0.0004349    │
│ 18 │ f(x)=   0.88126 │   4.29e-08 │    0.8808 0.0004435    │
│ 19 │ f(x)=   0.47955 │   1.58e-08 │    0.4791 0.0004603    │
│ 20 │ f(x)=   0.39839 │   1.11e-08 │    0.3979 0.0004613    │
│ 21 │ f(x)=    0.3266 │    1.1e-08 │    0.3261 0.0004675    │
│ 22 │ f(x)=   0.20261 │   9.75e-09 │    0.2021 0.0004953    │
│ 23 │ f(x)=   0.19306 │      2e-08 │    0.1926 0.0005089    │
│ 24 │ f(x)=   0.13126 │      9e-09 │    0.1308 0.0005098    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037631
   Total Core solution elapsed time:       4.0284 
   Linear solver elapsed time:             3.41916 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 4/31, alpha value: 7.9433e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.003155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 5.957e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.001054    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 6.297e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0008482    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0002259    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0005202    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0004539    │
│ 10 │ f(x)=    52.096 │   4.15e-07 │      52.1 0.0005013    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0006803    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28 0.0007247    │
│ 13 │ f(x)=    9.8232 │   1.14e-07 │     9.822 0.0007286    │
│ 14 │ f(x)=    5.8092 │   9.69e-08 │     5.808 0.0007503    │
│ 15 │ f(x)=    2.4901 │   9.36e-08 │     2.489 0.0008413    │
│ 16 │ f(x)=    1.7093 │    3.9e-08 │     1.708 0.0008383    │
│ 17 │ f(x)=    1.3554 │   3.96e-08 │     1.355 0.0008676    │
│ 18 │ f(x)=   0.88158 │   4.29e-08 │    0.8807 0.0008846    │
│ 19 │ f(x)=   0.47993 │   1.58e-08 │     0.479  0.000918    │
│ 20 │ f(x)=    0.3988 │   1.11e-08 │    0.3979 0.0009198    │
│ 21 │ f(x)=   0.32703 │    1.1e-08 │    0.3261 0.0009321    │
│ 22 │ f(x)=   0.20304 │   9.74e-09 │     0.202 0.0009873    │
│ 23 │ f(x)=   0.19354 │      2e-08 │    0.1925  0.001014    │
│ 24 │ f(x)=    0.1317 │   8.99e-09 │    0.1307  0.001016    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037636
   Total Core solution elapsed time:       3.98818
   Linear solver elapsed time:             3.38506 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 5/31, alpha value: 1.5849e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.006294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.189e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.002104    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 0.0001256    │
│  6 │ f(x)=    749.27 │   7.53e-06 │     749.3  0.001692    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0004508    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9  0.001038    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0009057    │
│ 10 │ f(x)=    52.095 │   4.15e-07 │     52.09     0.001    │
│ 11 │ f(x)=    26.464 │   2.72e-07 │     26.46  0.001357    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28  0.001446    │
│ 13 │ f(x)=    9.8239 │   1.14e-07 │     9.822  0.001454    │
│ 14 │ f(x)=    5.8098 │   9.69e-08 │     5.808  0.001497    │
│ 15 │ f(x)=    2.4907 │   9.36e-08 │     2.489  0.001678    │
│ 16 │ f(x)=    1.7099 │    3.9e-08 │     1.708  0.001672    │
│ 17 │ f(x)=     1.356 │   3.96e-08 │     1.354   0.00173    │
│ 18 │ f(x)=   0.88221 │   4.29e-08 │    0.8804  0.001764    │
│ 19 │ f(x)=   0.48069 │   1.58e-08 │    0.4789   0.00183    │
│ 20 │ f(x)=   0.39962 │   1.11e-08 │    0.3978  0.001833    │
│ 21 │ f(x)=   0.32787 │    1.1e-08 │     0.326  0.001857    │
│ 22 │ f(x)=   0.20388 │   9.74e-09 │    0.2019  0.001966    │
│ 23 │ f(x)=   0.19449 │      2e-08 │    0.1925  0.002017    │
│ 24 │ f(x)=   0.13256 │   8.99e-09 │    0.1305   0.00202    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038056
   Total Core solution elapsed time:       4.01399
   Linear solver elapsed time:             3.41067 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 6/31, alpha value: 3.1623e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.01256    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.372e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.004197    │
│  5 │ f(x)=    506.81 │   3.41e-06 │     506.8 0.0002507    │
│  6 │ f(x)=    749.23 │   7.53e-06 │     749.2  0.003376    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0008995    │
│  8 │ f(x)=    112.92 │    1.6e-06 │     112.9  0.002071    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.001807    │
│ 10 │ f(x)=    52.092 │   4.15e-07 │     52.09  0.001995    │
│ 11 │ f(x)=    26.465 │   2.72e-07 │     26.46  0.002708    │
│ 12 │ f(x)=    15.281 │   1.65e-07 │     15.28  0.002884    │
│ 13 │ f(x)=    9.8253 │   1.14e-07 │     9.822  0.002899    │
│ 14 │ f(x)=     5.811 │   9.69e-08 │     5.808  0.002985    │
│ 15 │ f(x)=    2.4918 │   9.36e-08 │     2.488  0.003345    │
│ 16 │ f(x)=     1.711 │    3.9e-08 │     1.708  0.003332    │
│ 17 │ f(x)=    1.3571 │   3.96e-08 │     1.354  0.003447    │
│ 18 │ f(x)=   0.88346 │   4.29e-08 │      0.88  0.003513    │
│ 19 │ f(x)=   0.48219 │   1.58e-08 │    0.4785  0.003643    │
│ 20 │ f(x)=   0.40124 │   1.11e-08 │    0.3976  0.003648    │
│ 21 │ f(x)=   0.32955 │    1.1e-08 │    0.3259  0.003694    │
│ 22 │ f(x)=   0.20555 │   9.73e-09 │    0.2016  0.003905    │
│ 23 │ f(x)=   0.19636 │   2.01e-08 │    0.1924     0.004    │
│ 24 │ f(x)=   0.13426 │   8.97e-09 │    0.1303  0.004005    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037605
   Total Core solution elapsed time:       4.05934
   Linear solver elapsed time:             3.44478 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 7/31, alpha value: 6.3096e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.02506    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 4.732e-06    │
│  4 │ f(x)=      2651 │   1.75e-05 │      2651  0.008374    │
│  5 │ f(x)=    506.79 │   3.41e-06 │     506.8 0.0005002    │
│  6 │ f(x)=    749.16 │   7.53e-06 │     749.2  0.006736    │
│  7 │ f(x)=    165.54 │   1.42e-06 │     165.5  0.001795    │
│  8 │ f(x)=    112.91 │    1.6e-06 │     112.9  0.004131    │
│  9 │ f(x)=     75.26 │   6.92e-07 │     75.26  0.003605    │
│ 10 │ f(x)=    52.086 │   4.15e-07 │     52.08  0.003981    │
│ 11 │ f(x)=    26.467 │   2.72e-07 │     26.46  0.005401    │
│ 12 │ f(x)=    15.283 │   1.65e-07 │     15.28  0.005752    │
│ 13 │ f(x)=    9.8281 │   1.14e-07 │     9.822  0.005781    │
│ 14 │ f(x)=    5.8133 │   9.69e-08 │     5.807   0.00595    │
│ 15 │ f(x)=    2.4941 │   9.36e-08 │     2.487  0.006662    │
│ 16 │ f(x)=    1.7133 │   3.89e-08 │     1.707  0.006634    │
│ 17 │ f(x)=    1.3593 │   3.96e-08 │     1.352  0.006861    │
│ 18 │ f(x)=   0.88595 │   4.28e-08 │     0.879  0.006987    │
│ 19 │ f(x)=   0.48517 │   1.58e-08 │    0.4779  0.007237    │
│ 20 │ f(x)=   0.40445 │   1.11e-08 │    0.3972  0.007242    │
│ 21 │ f(x)=   0.33288 │    1.1e-08 │    0.3255  0.007328    │
│ 22 │ f(x)=   0.20884 │   9.71e-09 │    0.2011  0.007725    │
│ 23 │ f(x)=   0.20004 │   2.02e-08 │    0.1922  0.007888    │
│ 24 │ f(x)=   0.13758 │   8.95e-09 │    0.1297  0.007893    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039229
   Total Core solution elapsed time:       3.97878
   Linear solver elapsed time:             3.38103 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 8/31, alpha value: 1.2589e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04      0.05    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 9.441e-06    │
│  4 │ f(x)=    2650.9 │   1.75e-05 │      2651   0.01671    │
│  5 │ f(x)=    506.76 │   3.41e-06 │     506.8  0.000998    │
│  6 │ f(x)=    749.03 │   7.53e-06 │       749   0.01344    │
│  7 │ f(x)=    165.52 │   1.42e-06 │     165.5  0.003581    │
│  8 │ f(x)=     112.9 │    1.6e-06 │     112.9  0.008239    │
│  9 │ f(x)=    75.261 │   6.92e-07 │     75.25  0.007192    │
│ 10 │ f(x)=    52.075 │   4.15e-07 │     52.07  0.007942    │
│ 11 │ f(x)=    26.472 │   2.72e-07 │     26.46   0.01077    │
│ 12 │ f(x)=    15.287 │   1.65e-07 │     15.28   0.01147    │
│ 13 │ f(x)=    9.8336 │   1.14e-07 │     9.822   0.01152    │
│ 14 │ f(x)=    5.8178 │   9.69e-08 │     5.806   0.01185    │
│ 15 │ f(x)=    2.4987 │   9.35e-08 │     2.485   0.01325    │
│ 16 │ f(x)=    1.7179 │   3.89e-08 │     1.705   0.01318    │
│ 17 │ f(x)=    1.3636 │   3.95e-08 │      1.35   0.01362    │
│ 18 │ f(x)=   0.89087 │   4.28e-08 │     0.877   0.01385    │
│ 19 │ f(x)=   0.49105 │   1.58e-08 │    0.4767   0.01432    │
│ 20 │ f(x)=   0.41077 │   1.11e-08 │    0.3965   0.01431    │
│ 21 │ f(x)=    0.3394 │    1.1e-08 │    0.3249   0.01445    │
│ 22 │ f(x)=   0.21524 │   9.68e-09 │    0.2001   0.01515    │
│ 23 │ f(x)=   0.20712 │   2.03e-08 │    0.1917   0.01538    │
│ 24 │ f(x)=   0.14393 │   8.92e-09 │    0.1286   0.01537    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043271
   Total Core solution elapsed time:       4.2233 
   Linear solver elapsed time:             3.57289 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 9/31, alpha value: 2.5119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.09976    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.884e-05    │
│  4 │ f(x)=    2650.6 │   1.75e-05 │      2651   0.03332    │
│  5 │ f(x)=     506.7 │    3.4e-06 │     506.7  0.001991    │
│  6 │ f(x)=    748.75 │   7.53e-06 │     748.7    0.0268    │
│  7 │ f(x)=    165.47 │   1.42e-06 │     165.5  0.007144    │
│  8 │ f(x)=    112.87 │    1.6e-06 │     112.9   0.01643    │
│  9 │ f(x)=    75.263 │   6.92e-07 │     75.25   0.01434    │
│ 10 │ f(x)=    52.052 │   4.15e-07 │     52.04   0.01584    │
│ 11 │ f(x)=    26.482 │   2.72e-07 │     26.46   0.02147    │
│ 12 │ f(x)=    15.295 │   1.65e-07 │     15.27   0.02285    │
│ 13 │ f(x)=    9.8446 │   1.14e-07 │     9.822   0.02292    │
│ 14 │ f(x)=    5.8268 │   9.69e-08 │     5.803   0.02354    │
│ 15 │ f(x)=    2.5076 │   9.34e-08 │     2.481   0.02626    │
│ 16 │ f(x)=    1.7268 │   3.89e-08 │     1.701   0.02608    │
│ 17 │ f(x)=    1.3721 │   3.95e-08 │     1.345   0.02691    │
│ 18 │ f(x)=   0.90047 │   4.27e-08 │    0.8732    0.0273    │
│ 19 │ f(x)=   0.50251 │   1.57e-08 │    0.4744   0.02808    │
│ 20 │ f(x)=   0.42306 │   1.11e-08 │    0.3951   0.02799    │
│ 21 │ f(x)=   0.35201 │    1.1e-08 │    0.3238   0.02819    │
│ 22 │ f(x)=   0.22742 │   9.65e-09 │    0.1982   0.02924    │
│ 23 │ f(x)=   0.22033 │   2.06e-08 │     0.191   0.02932    │
│ 24 │ f(x)=   0.15559 │   8.91e-09 │    0.1263   0.02925    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038748
   Total Core solution elapsed time:       4.09635
   Linear solver elapsed time:             3.47162 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 10/31, alpha value: 5.0119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04     0.199    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 3.759e-05    │
│  4 │ f(x)=      2650 │   1.75e-05 │      2650   0.06645    │
│  5 │ f(x)=    506.57 │    3.4e-06 │     506.6  0.003973    │
│  6 │ f(x)=     748.2 │   7.53e-06 │     748.1   0.05341    │
│  7 │ f(x)=    165.37 │   1.42e-06 │     165.4   0.01425    │
│  8 │ f(x)=    112.81 │    1.6e-06 │     112.8   0.03274    │
│  9 │ f(x)=    75.268 │   6.92e-07 │     75.24   0.02859    │
│ 10 │ f(x)=    52.006 │   4.14e-07 │     51.97   0.03157    │
│ 11 │ f(x)=    26.501 │   2.72e-07 │     26.46   0.04275    │
│ 12 │ f(x)=     15.31 │   1.65e-07 │     15.26   0.04544    │
│ 13 │ f(x)=    9.8662 │   1.14e-07 │     9.821   0.04549    │
│ 14 │ f(x)=    5.8443 │   9.69e-08 │     5.798   0.04661    │
│ 15 │ f(x)=     2.525 │   9.33e-08 │     2.473   0.05169    │
│ 16 │ f(x)=    1.7441 │   3.89e-08 │     1.693   0.05117    │
│ 17 │ f(x)=    1.3885 │   3.94e-08 │     1.336   0.05264    │
│ 18 │ f(x)=   0.91888 │   4.25e-08 │    0.8657   0.05313    │
│ 19 │ f(x)=   0.52432 │   1.57e-08 │    0.4701   0.05419    │
│ 20 │ f(x)=   0.44626 │   1.11e-08 │    0.3925   0.05373    │
│ 21 │ f(x)=   0.37552 │    1.1e-08 │    0.3217    0.0538    │
│ 22 │ f(x)=   0.24904 │    9.7e-09 │    0.1943    0.0547    │
│ 23 │ f(x)=   0.24513 │   2.14e-08 │    0.1915   0.05361    │
│ 24 │ f(x)=   0.17588 │   9.03e-09 │    0.1225   0.05334    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039679
   Total Core solution elapsed time:       3.96383
   Linear solver elapsed time:             3.36843 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 11/31, alpha value: 1e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.3972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-05    │
│  4 │ f(x)=    2648.8 │   1.75e-05 │      2649    0.1324    │
│  5 │ f(x)=    506.33 │    3.4e-06 │     506.3  0.007926    │
│  6 │ f(x)=     747.1 │   7.52e-06 │       747    0.1063    │
│  7 │ f(x)=    165.17 │   1.41e-06 │     165.1   0.02843    │
│  8 │ f(x)=     112.7 │    1.6e-06 │     112.6   0.06515    │
│  9 │ f(x)=    75.277 │   6.93e-07 │     75.22   0.05695    │
│ 10 │ f(x)=    51.914 │   4.13e-07 │     51.85   0.06289    │
│ 11 │ f(x)=    26.538 │   2.72e-07 │     26.45   0.08494    │
│ 12 │ f(x)=     15.34 │   1.65e-07 │     15.25   0.09009    │
│ 13 │ f(x)=    9.9083 │   1.14e-07 │     9.818   0.08979    │
│ 14 │ f(x)=    5.8778 │   9.68e-08 │     5.786   0.09155    │
│ 15 │ f(x)=    2.5582 │   9.29e-08 │     2.458    0.1005    │
│ 16 │ f(x)=    1.7765 │   3.88e-08 │     1.678   0.09881    │
│ 17 │ f(x)=    1.4188 │   3.94e-08 │     1.318    0.1011    │
│ 18 │ f(x)=   0.95274 │   4.21e-08 │    0.8517     0.101    │
│ 19 │ f(x)=   0.56408 │   1.58e-08 │    0.4627    0.1014    │
│ 20 │ f(x)=     0.488 │   1.12e-08 │    0.3884   0.09956    │
│ 21 │ f(x)=   0.41705 │   1.12e-08 │    0.3184   0.09862    │
│ 22 │ f(x)=   0.28568 │      1e-08 │     0.189   0.09667    │
│ 23 │ f(x)=   0.28121 │   2.25e-08 │    0.1903   0.09089    │
│ 24 │ f(x)=   0.20437 │   9.54e-09 │    0.1145   0.08988    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039813
   Total Core solution elapsed time:       4.03256
   Linear solver elapsed time:             3.44036 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 12/31, alpha value: 1.9953e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.7924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0001496    │
│  4 │ f(x)=    2646.5 │   1.75e-05 │      2646    0.2636    │
│  5 │ f(x)=    505.83 │    3.4e-06 │     505.8   0.01581    │
│  6 │ f(x)=    744.93 │    7.5e-06 │     744.7    0.2113    │
│  7 │ f(x)=    164.78 │   1.41e-06 │     164.7   0.05669    │
│  8 │ f(x)=    112.47 │   1.59e-06 │     112.3    0.1293    │
│  9 │ f(x)=    75.295 │   6.93e-07 │     75.18    0.1133    │
│ 10 │ f(x)=    51.727 │   4.11e-07 │      51.6     0.125    │
│ 11 │ f(x)=    26.608 │   2.72e-07 │     26.44    0.1681    │
│ 12 │ f(x)=    15.398 │   1.64e-07 │     15.22    0.1775    │
│ 13 │ f(x)=    9.9877 │   1.14e-07 │     9.812    0.1754    │
│ 14 │ f(x)=    5.9387 │   9.68e-08 │     5.762    0.1771    │
│ 15 │ f(x)=    2.6183 │   9.23e-08 │     2.428    0.1904    │
│ 16 │ f(x)=    1.8337 │   3.87e-08 │     1.649    0.1851    │
│ 17 │ f(x)=    1.4709 │   3.93e-08 │     1.284    0.1873    │
│ 18 │ f(x)=    1.0103 │   4.16e-08 │    0.8264     0.184    │
│ 19 │ f(x)=   0.63073 │   1.61e-08 │    0.4515    0.1793    │
│ 20 │ f(x)=   0.55607 │   1.16e-08 │    0.3829    0.1732    │
│ 21 │ f(x)=   0.48233 │    1.2e-08 │     0.314    0.1683    │
│ 22 │ f(x)=    0.3383 │    1.1e-08 │    0.1828    0.1555    │
│ 23 │ f(x)=   0.32401 │   2.36e-08 │    0.1865    0.1375    │
│ 24 │ f(x)=   0.23509 │   1.04e-08 │    0.1012    0.1339    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037875
   Total Core solution elapsed time:       4.01017
   Linear solver elapsed time:             3.4055  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 13/31, alpha value: 3.9811e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0002986    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641    0.5236    │
│  5 │ f(x)=    504.84 │    3.4e-06 │     504.8   0.03154    │
│  6 │ f(x)=    740.62 │   7.47e-06 │     740.2    0.4182    │
│  7 │ f(x)=       164 │    1.4e-06 │     163.9     0.113    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2555    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2244    │
│ 10 │ f(x)=    51.343 │   4.07e-07 │      51.1    0.2478    │
│ 11 │ f(x)=    26.736 │   2.73e-07 │     26.41      0.33    │
│ 12 │ f(x)=    15.505 │   1.64e-07 │     15.16    0.3454    │
│ 13 │ f(x)=    10.129 │   1.15e-07 │     9.793    0.3359    │
│ 14 │ f(x)=    6.0385 │    9.7e-08 │     5.706    0.3329    │
│ 15 │ f(x)=    2.7172 │   9.13e-08 │     2.372     0.345    │
│ 16 │ f(x)=    1.9222 │   3.89e-08 │     1.594    0.3282    │
│ 17 │ f(x)=    1.5474 │   3.95e-08 │     1.221    0.3262    │
│ 18 │ f(x)=     1.095 │   4.08e-08 │    0.7836    0.3114    │
│ 19 │ f(x)=   0.72886 │   1.74e-08 │    0.4387    0.2902    │
│ 20 │ f(x)=   0.65102 │   1.27e-08 │    0.3776    0.2734    │
│ 21 │ f(x)=    0.5688 │   1.37e-08 │    0.3102    0.2586    │
│ 22 │ f(x)=   0.40718 │   1.27e-08 │    0.1807    0.2265    │
│ 23 │ f(x)=   0.35477 │   1.95e-08 │    0.1576    0.1972    │
│ 24 │ f(x)=   0.28407 │   9.59e-09 │   0.09237    0.1917    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037509
   Total Core solution elapsed time:       4.03228
   Linear solver elapsed time:             3.41936 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 14/31, alpha value: 7.9433e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-30    │
│  2 │ f(x)=     71318 │   0.000249 │ 7.132e+04     3.155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0005957    │
│  4 │ f(x)=    2632.6 │   1.75e-05 │      2632     1.035    │
│  5 │ f(x)=    502.88 │   3.39e-06 │     502.8   0.06289    │
│  6 │ f(x)=    732.15 │   7.42e-06 │     731.3    0.8211    │
│  7 │ f(x)=    162.48 │   1.38e-06 │     162.3    0.2249    │
│  8 │ f(x)=    111.16 │   1.55e-06 │     110.7    0.4996    │
│  9 │ f(x)=     75.39 │   6.99e-07 │     74.95    0.4418    │
│ 10 │ f(x)=    50.528 │      4e-07 │     50.04     0.488    │
│ 11 │ f(x)=    26.939 │   2.73e-07 │      26.3    0.6385    │
│ 12 │ f(x)=    15.686 │   1.64e-07 │     15.03    0.6564    │
│ 13 │ f(x)=    10.347 │   1.15e-07 │     9.727    0.6193    │
│ 14 │ f(x)=    6.1591 │   9.76e-08 │     5.566     0.593    │
│ 15 │ f(x)=    2.8498 │    8.9e-08 │      2.27    0.5799    │
│ 16 │ f(x)=    2.0279 │   3.93e-08 │     1.493    0.5346    │
│ 17 │ f(x)=    1.6307 │   3.96e-08 │     1.112     0.519    │
│ 18 │ f(x)=    1.1982 │   3.85e-08 │    0.7189    0.4792    │
│ 19 │ f(x)=   0.86622 │   2.08e-08 │    0.4383    0.4279    │
│ 20 │ f(x)=   0.77055 │   1.41e-08 │    0.3755    0.3951    │
│ 21 │ f(x)=    0.6789 │   1.52e-08 │    0.3095    0.3694    │
│ 22 │ f(x)=   0.53209 │   1.29e-08 │    0.1964    0.3357    │
│ 23 │ f(x)=   0.48606 │   1.48e-08 │    0.1726    0.3134    │
│ 24 │ f(x)=   0.45428 │    7.4e-09 │    0.1458    0.3085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.04114
   Total Core solution elapsed time:       3.99619
   Linear solver elapsed time:             3.39537 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 15/31, alpha value: 1.5849e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-30    │
│  2 │ f(x)=     71321 │   0.000249 │ 7.132e+04     6.294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.001188    │
│  4 │ f(x)=    2614.6 │   1.74e-05 │      2613     2.027    │
│  5 │ f(x)=    498.99 │   3.37e-06 │     498.9    0.1253    │
│  6 │ f(x)=    715.74 │    7.3e-06 │     714.2     1.586    │
│  7 │ f(x)=    159.59 │   1.34e-06 │     159.1    0.4465    │
│  8 │ f(x)=     109.6 │   1.51e-06 │     108.6    0.9585    │
│  9 │ f(x)=    75.481 │   7.07e-07 │     74.62    0.8584    │
│ 10 │ f(x)=      48.7 │   3.84e-07 │     47.75    0.9505    │
│ 11 │ f(x)=    27.145 │   2.73e-07 │     25.94     1.202    │
│ 12 │ f(x)=    15.936 │   1.64e-07 │     14.74     1.191    │
│ 13 │ f(x)=    10.553 │   1.17e-07 │     9.487     1.066    │
│ 14 │ f(x)=    6.1427 │   9.86e-08 │     5.177    0.9655    │
│ 15 │ f(x)=    2.9664 │   8.05e-08 │     2.076    0.8903    │
│ 16 │ f(x)=    2.1124 │   3.89e-08 │     1.309    0.8031    │
│ 17 │ f(x)=     1.701 │   3.68e-08 │    0.9295    0.7715    │
│ 18 │ f(x)=    1.3505 │   3.01e-08 │    0.6506    0.6999    │
│ 19 │ f(x)=    1.1135 │   2.42e-08 │    0.4919    0.6217    │
│ 20 │ f(x)=   0.98023 │   1.54e-08 │    0.4035    0.5768    │
│ 21 │ f(x)=   0.89005 │   1.36e-08 │    0.3359    0.5542    │
│ 22 │ f(x)=   0.80506 │      1e-08 │    0.2687    0.5364    │
│ 23 │ f(x)=   0.77753 │   9.51e-09 │     0.254    0.5236    │
│ 24 │ f(x)=    0.7725 │   5.22e-09 │    0.2529    0.5196    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038703
   Total Core solution elapsed time:       3.93255
   Linear solver elapsed time:             3.34467 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 16/31, alpha value: 3.1623e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-30    │
│  2 │ f(x)=     71328 │   0.000249 │ 7.132e+04     12.56    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.002371    │
│  4 │ f(x)=    2579.7 │   1.72e-05 │      2576     3.899    │
│  5 │ f(x)=    491.37 │   3.34e-06 │     491.1    0.2491    │
│  6 │ f(x)=    684.91 │   7.08e-06 │     681.9     2.971    │
│  7 │ f(x)=    154.31 │   1.26e-06 │     153.4    0.8809    │
│  8 │ f(x)=    106.96 │   1.42e-06 │     105.2     1.772    │
│  9 │ f(x)=     75.54 │   7.22e-07 │     73.91     1.626    │
│ 10 │ f(x)=    44.378 │   3.49e-07 │     42.55     1.826    │
│ 11 │ f(x)=    26.817 │   2.68e-07 │     24.66     2.155    │
│ 12 │ f(x)=    16.012 │   1.64e-07 │     14.03     1.986    │
│ 13 │ f(x)=    10.337 │   1.21e-07 │     8.699     1.638    │
│ 14 │ f(x)=    5.5311 │   9.32e-08 │     4.102     1.429    │
│ 15 │ f(x)=    3.1484 │    5.6e-08 │     1.806     1.343    │
│ 16 │ f(x)=     2.315 │   3.11e-08 │     1.092     1.223    │
│ 17 │ f(x)=    1.8526 │   2.32e-08 │     0.751     1.102    │
│ 18 │ f(x)=    1.6139 │   2.65e-08 │    0.6366    0.9773    │
│ 19 │ f(x)=    1.4507 │   1.58e-08 │    0.5291    0.9216    │
│ 20 │ f(x)=    1.3946 │   7.97e-09 │    0.4847    0.9099    │
│ 21 │ f(x)=    1.3627 │   4.73e-09 │    0.4615    0.9012    │
│ 22 │ f(x)=    1.3529 │   2.96e-09 │    0.4574    0.8955    │
│ 23 │ f(x)=    1.3518 │   1.53e-09 │    0.4584    0.8934    │
│ 24 │ f(x)=    1.3503 │   1.11e-09 │    0.4562    0.8941    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038139
   Total Core solution elapsed time:       3.8483 
   Linear solver elapsed time:             3.26105 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 17/31, alpha value: 6.3096e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-29    │
│  2 │ f(x)=     71340 │   0.000249 │ 7.132e+04     25.06    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.004729    │
│  4 │ f(x)=    2514.6 │   1.69e-05 │      2507     7.231    │
│  5 │ f(x)=    476.73 │   3.27e-06 │     476.2     0.492    │
│  6 │ f(x)=    630.13 │   6.69e-06 │     624.9     5.245    │
│  7 │ f(x)=    145.64 │   1.12e-06 │     143.9     1.711    │
│  8 │ f(x)=    103.26 │   1.28e-06 │     100.2     3.061    │
│  9 │ f(x)=    75.109 │   7.54e-07 │     72.17     2.936    │
│ 10 │ f(x)=    35.538 │   2.92e-07 │     32.03     3.504    │
│ 11 │ f(x)=    23.763 │   2.37e-07 │     20.43     3.337    │
│ 12 │ f(x)=    12.756 │    1.5e-07 │     10.16     2.596    │
│ 13 │ f(x)=    8.4958 │   1.21e-07 │     6.236     2.259    │
│ 14 │ f(x)=    4.2447 │   1.44e-07 │     2.058     2.186    │
│ 15 │ f(x)=    3.7719 │   4.92e-08 │     1.792      1.98    │
│ 16 │ f(x)=    3.5023 │   4.11e-08 │     1.557     1.945    │
│ 17 │ f(x)=    2.9667 │   5.72e-08 │     1.111     1.856    │
│ 18 │ f(x)=    2.7003 │   4.19e-08 │    0.9679     1.732    │
│ 19 │ f(x)=    2.4567 │   1.29e-08 │    0.8783     1.578    │
│ 20 │ f(x)=    2.4154 │   8.32e-09 │     0.861     1.554    │
│ 21 │ f(x)=    2.3868 │    5.1e-09 │    0.8364      1.55    │
│ 22 │ f(x)=    2.3732 │   2.58e-09 │    0.8241     1.549    │
│ 23 │ f(x)=     2.368 │   1.47e-09 │    0.8177      1.55    │
│ 24 │ f(x)=    2.3671 │   1.04e-09 │    0.8168      1.55    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.0372 
   Total Core solution elapsed time:       3.71373
   Linear solver elapsed time:             3.15608 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 18/31, alpha value: 1.2589e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-29    │
│  2 │ f(x)=     71365 │    0.00025 │ 7.132e+04        50    │
│  3 │ f(x)=    1194.8 │   5.01e-06 │      1195  0.009429    │
│  4 │ f(x)=    2400.9 │   1.64e-05 │      2388     12.48    │
│  5 │ f(x)=    449.89 │   3.14e-06 │     448.9    0.9526    │
│  6 │ f(x)=    542.72 │   6.03e-06 │     534.4     8.318    │
│  7 │ f(x)=     134.5 │   9.25e-07 │     131.3     3.189    │
│  8 │ f(x)=    99.858 │   1.09e-06 │     95.13     4.728    │
│  9 │ f(x)=    71.497 │   8.08e-07 │     66.59     4.908    │
│ 10 │ f(x)=    27.361 │   2.91e-07 │     22.58     4.781    │
│ 11 │ f(x)=    18.463 │   1.81e-07 │     14.19     4.269    │
│ 12 │ f(x)=    13.458 │   1.52e-07 │     9.475     3.983    │
│ 13 │ f(x)=     9.126 │   1.55e-07 │     5.443     3.683    │
│ 14 │ f(x)=    6.0482 │   1.09e-07 │     2.429     3.619    │
│ 15 │ f(x)=    5.5774 │   7.11e-08 │     2.322     3.255    │
│ 16 │ f(x)=    5.1381 │   5.25e-08 │     2.029     3.109    │
│ 17 │ f(x)=    4.3403 │   2.96e-08 │     1.498     2.842    │
│ 18 │ f(x)=     4.243 │   1.55e-08 │     1.539     2.704    │
│ 19 │ f(x)=    4.2032 │   1.01e-08 │     1.532     2.671    │
│ 20 │ f(x)=    4.1959 │      5e-09 │     1.534     2.662    │
│ 21 │ f(x)=     4.186 │   3.03e-09 │     1.526      2.66    │
│ 22 │ f(x)=    4.1745 │   1.95e-09 │     1.514     2.661    │
│ 23 │ f(x)=    4.1698 │   8.56e-10 │     1.509     2.661    │
│ 24 │ f(x)=    4.1694 │   7.63e-10 │     1.508     2.661    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038366
   Total Core solution elapsed time:       3.57333
   Linear solver elapsed time:             3.03804 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 19/31, alpha value: 2.5119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-29    │
│  2 │ f(x)=     71415 │    0.00025 │ 7.132e+04     99.76    │
│  3 │ f(x)=    1194.9 │      5e-06 │      1195   0.01879    │
│  4 │ f(x)=    2229.3 │   1.55e-05 │      2210     18.88    │
│  5 │ f(x)=    406.67 │   2.92e-06 │     404.9     1.731    │
│  6 │ f(x)=     428.3 │   5.09e-06 │     417.1     11.18    │
│  7 │ f(x)=    127.62 │   8.59e-07 │     122.2     5.376    │
│  8 │ f(x)=    99.767 │   9.13e-07 │     93.47     6.301    │
│  9 │ f(x)=    50.151 │   7.36e-07 │     42.46     7.691    │
│ 10 │ f(x)=    25.942 │    2.9e-07 │     19.57     6.376    │
│ 11 │ f(x)=    17.735 │   1.49e-07 │      11.3     6.435    │
│ 12 │ f(x)=    14.856 │   1.54e-07 │     8.565     6.291    │
│ 13 │ f(x)=    10.305 │   1.29e-07 │     4.442     5.863    │
│ 14 │ f(x)=    7.9344 │   9.54e-08 │     2.604      5.33    │
│ 15 │ f(x)=    7.5698 │   8.64e-08 │     2.521     5.048    │
│ 16 │ f(x)=    7.5498 │   2.22e-08 │     2.934     4.616    │
│ 17 │ f(x)=    7.4841 │   1.98e-08 │     2.894      4.59    │
│ 18 │ f(x)=    7.4563 │   1.59e-08 │     2.958     4.498    │
│ 19 │ f(x)=    7.3577 │   1.14e-08 │     2.862     4.496    │
│ 20 │ f(x)=    7.3385 │   7.56e-09 │     2.857     4.482    │
│ 21 │ f(x)=    7.3376 │   2.51e-09 │     2.855     4.483    │
│ 22 │ f(x)=      7.34 │   1.37e-09 │     2.858     4.482    │
│ 23 │ f(x)=    7.3403 │   2.24e-09 │     2.858     4.483    │
│ 24 │ f(x)=    7.3399 │   2.28e-09 │     2.857     4.483    │
│ 25 │ f(x)=    7.3397 │   2.31e-09 │     2.857     4.483    │
│ 26 │ f(x)=    7.3396 │   2.33e-09 │     2.857     4.483    │
│ 27 │ f(x)=    7.3396 │   2.34e-09 │     2.857     4.483    │
│ 28 │ f(x)=    7.3396 │   2.35e-09 │     2.857     4.483    │
│ 29 │ f(x)=    7.3396 │   2.36e-09 │     2.857     4.483    │
│ 30 │ f(x)=    7.3395 │   2.36e-09 │     2.857     4.483    │
│ 31 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 32 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 33 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 34 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 35 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 36 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 37 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 38 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 39 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 40 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03738
   Total Core solution elapsed time:       3.91158
   Linear solver elapsed time:             3.25703 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 20/31, alpha value: 5.0119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-29    │
│  2 │ f(x)=     71514 │    0.00025 │ 7.132e+04       199    │
│  3 │ f(x)=      1195 │      5e-06 │      1195   0.03739    │
│  4 │ f(x)=    2048.3 │   1.46e-05 │      2024     24.08    │
│  5 │ f(x)=    360.35 │   2.64e-06 │     357.7     2.687    │
│  6 │ f(x)=    325.84 │   4.11e-06 │     313.1     12.77    │
│  7 │ f(x)=    119.09 │   8.06e-07 │     113.1     6.017    │
│  8 │ f(x)=     95.44 │   6.52e-07 │     88.47     6.972    │
│  9 │ f(x)=    56.855 │      8e-07 │     46.92     9.931    │
│ 10 │ f(x)=    39.071 │   4.61e-07 │     29.55     9.516    │
│ 11 │ f(x)=    24.564 │   1.86e-07 │     14.58     9.987    │
│ 12 │ f(x)=    21.157 │      2e-07 │     11.15     10.01    │
│ 13 │ f(x)=    15.703 │   1.63e-07 │     6.414     9.289    │
│ 14 │ f(x)=    13.315 │   1.76e-07 │      4.56     8.755    │
│ 15 │ f(x)=    12.983 │   8.69e-08 │     5.057     7.927    │
│ 16 │ f(x)=     13.11 │   2.89e-08 │     5.509     7.601    │
│ 17 │ f(x)=    12.992 │   7.42e-08 │     5.144     7.849    │
│ 18 │ f(x)=    12.988 │   7.43e-08 │     5.139     7.849    │
│ 19 │ f(x)=    12.988 │   7.49e-08 │     5.136     7.853    │
│ 20 │ f(x)=    12.991 │   7.79e-08 │      5.12     7.871    │
│ 21 │ f(x)=    12.991 │   8.06e-08 │     5.104     7.887    │
│ 22 │ f(x)=     12.99 │   8.25e-08 │     5.091     7.899    │
│ 23 │ f(x)=    12.991 │   8.38e-08 │     5.084     7.907    │
│ 24 │ f(x)=     12.99 │   8.47e-08 │     5.077     7.913    │
│ 25 │ f(x)=    12.991 │   8.54e-08 │     5.074     7.917    │
│ 26 │ f(x)=     12.99 │   8.58e-08 │     5.071      7.92    │
│ 27 │ f(x)=     12.99 │   8.62e-08 │     5.068     7.922    │
│ 28 │ f(x)=    12.989 │   8.64e-08 │     5.066     7.923    │
│ 29 │ f(x)=    12.989 │   8.65e-08 │     5.064     7.924    │
│ 30 │ f(x)=    12.988 │   8.66e-08 │     5.063     7.925    │
│ 31 │ f(x)=    12.988 │   8.67e-08 │     5.063     7.925    │
│ 32 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 33 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 34 │ f(x)=    12.988 │   8.68e-08 │     5.061     7.926    │
│ 35 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 36 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 37 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 38 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 39 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 40 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.927    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03766
   Total Core solution elapsed time:       3.75618
   Linear solver elapsed time:             3.12502 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 21/31, alpha value: 1e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-28    │
│  2 │ f(x)=     71712 │   0.000251 │ 7.132e+04     397.2    │
│  3 │ f(x)=    1195.3 │   4.99e-06 │      1195   0.07421    │
│  4 │ f(x)=    2034.2 │   1.44e-05 │      1998     36.28    │
│  5 │ f(x)=     370.6 │   2.67e-06 │     366.8     3.796    │
│  6 │ f(x)=    313.11 │   3.94e-06 │     296.6     16.48    │
│  7 │ f(x)=    125.45 │    7.9e-07 │     117.9     7.531    │
│  8 │ f(x)=    102.68 │   6.55e-07 │      93.8     8.884    │
│  9 │ f(x)=    58.868 │    7.4e-07 │     44.27     14.59    │
│ 10 │ f(x)=    42.858 │   3.92e-07 │     28.75     14.11    │
│ 11 │ f(x)=    30.214 │   2.06e-07 │     15.55     14.66    │
│ 12 │ f(x)=    27.069 │   2.27e-07 │     12.64     14.43    │
│ 13 │ f(x)=    23.067 │   2.36e-07 │     8.939     14.13    │
│ 14 │ f(x)=    22.643 │   1.56e-07 │       9.7     12.94    │
│ 15 │ f(x)=    22.918 │   7.35e-08 │     10.63     12.29    │
│ 16 │ f(x)=    22.676 │   1.41e-07 │      9.84     12.84    │
│ 17 │ f(x)=    22.669 │   1.41e-07 │     9.832     12.84    │
│ 18 │ f(x)=    22.668 │   1.42e-07 │     9.826     12.84    │
│ 19 │ f(x)=    22.671 │   1.45e-07 │     9.804     12.87    │
│ 20 │ f(x)=    22.668 │   1.48e-07 │     9.778     12.89    │
│ 21 │ f(x)=    22.663 │   1.51e-07 │     9.757     12.91    │
│ 22 │ f(x)=    22.663 │   1.52e-07 │     9.746     12.92    │
│ 23 │ f(x)=     22.66 │   1.53e-07 │     9.736     12.92    │
│ 24 │ f(x)=    22.657 │   1.54e-07 │     9.727     12.93    │
│ 25 │ f(x)=    22.655 │   1.54e-07 │     9.721     12.93    │
│ 26 │ f(x)=    22.653 │   1.55e-07 │     9.716     12.94    │
│ 27 │ f(x)=    22.651 │   1.55e-07 │     9.713     12.94    │
│ 28 │ f(x)=     22.65 │   1.55e-07 │      9.71     12.94    │
│ 29 │ f(x)=     22.65 │   1.55e-07 │     9.709     12.94    │
│ 30 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 31 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 32 │ f(x)=    22.649 │   1.56e-07 │     9.706     12.94    │
│ 33 │ f(x)=    22.648 │   1.56e-07 │     9.706     12.94    │
│ 34 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 35 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 36 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 37 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 38 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 39 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 40 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038551
   Total Core solution elapsed time:       3.48131
   Linear solver elapsed time:             2.90275 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 22/31, alpha value: 1.9953e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-28    │
│  2 │ f(x)=     72108 │   0.000253 │ 7.132e+04     792.4    │
│  3 │ f(x)=    1195.9 │   4.97e-06 │      1196    0.1465    │
│  4 │ f(x)=    2249.2 │   1.52e-05 │      2170     78.89    │
│  5 │ f(x)=    455.91 │   3.14e-06 │     450.1     5.763    │
│  6 │ f(x)=    537.82 │   6.68e-06 │     467.6     70.18    │
│  7 │ f(x)=    174.46 │   1.51e-06 │     160.5        14    │
│  8 │ f(x)=    144.68 │   1.36e-06 │     130.8     13.91    │
│  9 │ f(x)=    115.64 │   8.91e-07 │     102.3     13.33    │
│ 10 │ f(x)=    61.962 │   4.33e-07 │      39.9     22.06    │
│ 11 │ f(x)=    53.493 │   9.28e-07 │     28.45     25.04    │
│ 12 │ f(x)=    49.873 │   3.75e-07 │     28.32     21.56    │
│ 13 │ f(x)=    46.699 │    2.3e-07 │     26.23     20.47    │
│ 14 │ f(x)=    43.816 │   2.46e-07 │     24.24     19.57    │
│ 15 │ f(x)=    40.609 │   1.99e-07 │     21.69     18.92    │
│ 16 │ f(x)=    39.455 │   4.62e-07 │        20     19.45    │
│ 17 │ f(x)=     38.82 │   8.48e-08 │     20.27     18.55    │
│ 18 │ f(x)=    38.667 │   5.97e-08 │     20.08     18.58    │
│ 19 │ f(x)=    38.202 │   5.57e-08 │     19.58     18.62    │
│ 20 │ f(x)=    37.955 │   1.12e-07 │     19.18     18.77    │
│ 21 │ f(x)=    37.924 │   2.27e-08 │     19.24     18.69    │
│ 22 │ f(x)=    37.924 │   1.12e-08 │     19.25     18.67    │
│ 23 │ f(x)=    37.924 │   1.93e-08 │     19.24     18.68    │
│ 24 │ f(x)=    37.884 │   8.41e-09 │     19.18      18.7    │
│ 25 │ f(x)=     37.89 │   6.51e-09 │      19.2     18.69    │
│ 26 │ f(x)=    37.883 │   7.86e-09 │     19.18      18.7    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040811
   Total Core solution elapsed time:       3.74742
   Linear solver elapsed time:             3.14202 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 23/31, alpha value: 3.9811e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-28    │
│  2 │ f(x)=     72896 │   0.000256 │ 7.132e+04      1581    │
│  3 │ f(x)=      1197 │   4.93e-06 │      1197    0.2863    │
│  4 │ f(x)=    1854.5 │   1.38e-05 │      1744     110.7    │
│  5 │ f(x)=    363.81 │   2.86e-06 │     350.1      13.7    │
│  6 │ f(x)=    554.86 │   9.89e-06 │     387.8       167    │
│  7 │ f(x)=    223.29 │   1.96e-06 │     207.5      15.8    │
│  8 │ f(x)=    189.12 │   1.58e-06 │     172.7     16.37    │
│  9 │ f(x)=    158.91 │   1.06e-06 │     144.4     14.47    │
│ 10 │ f(x)=    100.33 │   8.39e-07 │     76.79     23.54    │
│ 11 │ f(x)=    89.996 │   2.69e-06 │     43.01     46.99    │
│ 12 │ f(x)=    81.884 │   5.22e-07 │     54.14     27.74    │
│ 13 │ f(x)=    80.243 │   3.75e-07 │     53.47     26.78    │
│ 14 │ f(x)=    74.268 │    3.9e-07 │     48.44     25.83    │
│ 15 │ f(x)=    71.276 │      5e-07 │     45.88      25.4    │
│ 16 │ f(x)=      67.8 │   2.32e-07 │     42.17     25.63    │
│ 17 │ f(x)=    66.774 │   1.68e-07 │     41.44     25.34    │
│ 18 │ f(x)=    65.473 │   1.77e-07 │     40.26     25.21    │
│ 19 │ f(x)=    64.258 │   2.01e-07 │     38.77     25.49    │
│ 20 │ f(x)=    63.946 │   7.84e-08 │     38.49     25.45    │
│ 21 │ f(x)=    63.789 │   5.39e-08 │     38.34     25.45    │
│ 22 │ f(x)=    63.627 │   4.51e-08 │     38.15     25.48    │
│ 23 │ f(x)=    63.534 │   9.03e-08 │     38.06     25.48    │
│ 24 │ f(x)=    63.523 │    1.4e-08 │     38.08     25.44    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039969
   Total Core solution elapsed time:       3.54377
   Linear solver elapsed time:             3.00292 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 24/31, alpha value: 7.9433e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-27    │
│  2 │ f(x)=     74470 │   0.000264 │ 7.132e+04      3155    │
│  3 │ f(x)=    1199.2 │   4.87e-06 │      1199    0.5484    │
│  4 │ f(x)=    774.16 │   9.13e-06 │       660     114.1    │
│  5 │ f(x)=     335.5 │   8.34e-06 │     254.7     80.77    │
│  6 │ f(x)=    270.28 │   4.66e-06 │     239.5     30.82    │
│  7 │ f(x)=     206.2 │   1.18e-06 │     188.9     17.28    │
│  8 │ f(x)=    191.31 │   1.14e-06 │     173.2     18.06    │
│  9 │ f(x)=    160.85 │   1.43e-06 │     142.6      18.3    │
│ 10 │ f(x)=    146.16 │   4.31e-06 │     99.12     47.04    │
│ 11 │ f(x)=    123.96 │   7.27e-07 │     98.56     25.39    │
│ 12 │ f(x)=    120.61 │    4.9e-07 │     95.68     24.94    │
│ 13 │ f(x)=    114.64 │   5.39e-07 │     88.28     26.36    │
│ 14 │ f(x)=    108.99 │   1.14e-06 │     79.71     29.28    │
│ 15 │ f(x)=    106.18 │   4.61e-07 │     77.69     28.49    │
│ 16 │ f(x)=    104.33 │   3.08e-07 │     75.91     28.42    │
│ 17 │ f(x)=     102.8 │    2.8e-07 │     74.24     28.56    │
│ 18 │ f(x)=    100.88 │   7.13e-07 │     71.33     29.54    │
│ 19 │ f(x)=    100.39 │   1.43e-07 │     71.32     29.06    │
│ 20 │ f(x)=    100.22 │   9.97e-08 │     71.18     29.04    │
│ 21 │ f(x)=     99.68 │   1.09e-07 │     70.62     29.06    │
│ 22 │ f(x)=    99.264 │   1.07e-07 │     70.31     28.95    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039922
   Total Core solution elapsed time:       3.09073
   Linear solver elapsed time:             2.61259 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 25/31, alpha value: 1.5849e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-27    │
│  2 │ f(x)=     77610 │   0.000284 │ 7.132e+04      6294    │
│  3 │ f(x)=    1203.3 │    4.8e-06 │      1202     1.011    │
│  4 │ f(x)=    328.68 │    7.4e-06 │       219     109.7    │
│  5 │ f(x)=    455.44 │   2.08e-05 │     199.6     255.9    │
│  6 │ f(x)=    286.08 │   6.46e-06 │     212.1     74.02    │
│  7 │ f(x)=       277 │   2.54e-06 │     245.8     31.22    │
│  8 │ f(x)=    237.11 │   1.81e-06 │     210.7     26.39    │
│  9 │ f(x)=    193.38 │   2.74e-06 │     169.3     24.07    │
│ 10 │ f(x)=     187.1 │    5.3e-06 │     148.9     38.24    │
│ 11 │ f(x)=    174.07 │   1.18e-06 │     154.4     19.67    │
│ 12 │ f(x)=    170.97 │   8.01e-07 │     152.1     18.82    │
│ 13 │ f(x)=    163.81 │    8.7e-07 │     144.1     19.71    │
│ 14 │ f(x)=    157.24 │   1.22e-06 │     135.7     21.52    │
│ 15 │ f(x)=    148.14 │   7.94e-07 │     123.2     24.92    │
│ 16 │ f(x)=    143.35 │   5.68e-07 │     117.6     25.77    │
│ 17 │ f(x)=    140.07 │   1.07e-06 │     112.6     27.46    │
│ 18 │ f(x)=    139.75 │   2.69e-07 │     113.4      26.3    │
│ 19 │ f(x)=    139.78 │   1.65e-07 │     113.7     26.09    │
│ 20 │ f(x)=    139.77 │   2.48e-07 │     113.5     26.26    │
│ 21 │ f(x)=    139.76 │   2.49e-07 │     113.5     26.26    │
│ 22 │ f(x)=    139.76 │    2.5e-07 │     113.5     26.26    │
│ 23 │ f(x)=    139.76 │   2.54e-07 │     113.5     26.27    │
│ 24 │ f(x)=    139.77 │   2.59e-07 │     113.5     26.28    │
│ 25 │ f(x)=    139.76 │   2.62e-07 │     113.5     26.28    │
│ 26 │ f(x)=    139.76 │   2.64e-07 │     113.5     26.29    │
│ 27 │ f(x)=    139.76 │   2.66e-07 │     113.5     26.29    │
│ 28 │ f(x)=    139.76 │   2.67e-07 │     113.5     26.29    │
│ 29 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 30 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 31 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 32 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 33 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 34 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 35 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 36 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 37 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 38 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 39 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 40 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037004
   Total Core solution elapsed time:       3.55296
   Linear solver elapsed time:             2.95382 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 26/31, alpha value: 3.1623e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-27    │
│  2 │ f(x)=     83874 │   0.000334 │ 7.132e+04 1.256e+04    │
│  3 │ f(x)=    1210.5 │    4.8e-06 │      1209     1.738    │
│  4 │ f(x)=    506.75 │    8.9e-06 │     419.4     87.32    │
│  5 │ f(x)=    446.42 │   2.49e-05 │     213.4       233    │
│  6 │ f(x)=    316.22 │   4.77e-06 │     254.4     61.87    │
│  7 │ f(x)=    299.43 │   3.25e-06 │     247.9     51.51    │
│  8 │ f(x)=    256.47 │   4.06e-06 │     217.7      38.8    │
│  9 │ f(x)=    228.37 │   3.74e-06 │     200.6     27.73    │
│ 10 │ f(x)=    232.34 │   1.11e-05 │     178.1     54.26    │
│ 11 │ f(x)=    214.17 │   5.78e-06 │     185.7     28.42    │
│ 12 │ f(x)=     202.2 │   1.36e-06 │     182.1      20.1    │
│ 13 │ f(x)=    200.37 │   1.11e-06 │     181.6     18.78    │
│ 14 │ f(x)=    196.33 │   1.34e-06 │     178.7     17.63    │
│ 15 │ f(x)=    190.45 │   2.51e-06 │     172.3     18.18    │
│ 16 │ f(x)=    184.77 │    1.4e-06 │     167.3     17.49    │
│ 17 │ f(x)=    178.36 │   9.27e-07 │     160.4     17.98    │
│ 18 │ f(x)=    175.09 │   1.26e-06 │     156.2     18.94    │
│ 19 │ f(x)=    173.88 │   4.34e-07 │       155     18.85    │
│ 20 │ f(x)=    173.88 │   2.46e-07 │     155.3     18.57    │
│ 21 │ f(x)=    173.87 │   3.74e-07 │     155.1     18.77    │
│ 22 │ f(x)=    173.74 │   1.92e-07 │     155.3     18.43    │
│ 23 │ f(x)=    173.49 │   1.73e-07 │     154.9     18.56    │
│ 24 │ f(x)=    173.28 │   7.69e-08 │     154.6     18.63    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038326
   Total Core solution elapsed time:       3.05735
   Linear solver elapsed time:             2.57901 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 27/31, alpha value: 6.3096e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-26    │
│  2 │ f(x)=     96374 │   0.000463 │ 7.132e+04 2.506e+04    │
│  3 │ f(x)=    1220.7 │   5.17e-06 │      1218     2.747    │
│  4 │ f(x)=    803.79 │   1.05e-05 │     746.4     57.41    │
│  5 │ f(x)=    486.58 │   2.52e-05 │     311.5       175    │
│  6 │ f(x)=    404.52 │   7.55e-06 │     309.5     95.03    │
│  7 │ f(x)=    391.83 │   5.62e-06 │     320.6     71.25    │
│  8 │ f(x)=    334.87 │   6.84e-06 │     275.2     59.65    │
│  9 │ f(x)=    267.47 │   6.44e-06 │     228.2      39.3    │
│ 10 │ f(x)=    292.34 │   2.26e-05 │     197.7     94.63    │
│ 11 │ f(x)=    249.38 │   9.38e-06 │     210.2     39.18    │
│ 12 │ f(x)=    230.49 │   2.77e-06 │     202.3     28.19    │
│ 13 │ f(x)=    227.02 │   1.92e-06 │     202.1     24.94    │
│ 14 │ f(x)=    223.02 │   2.08e-06 │     200.6      22.4    │
│ 15 │ f(x)=    217.02 │   3.26e-06 │       198     19.04    │
│ 16 │ f(x)=     209.3 │   2.61e-06 │     193.8     15.52    │
│ 17 │ f(x)=       204 │   1.75e-06 │     191.3     12.74    │
│ 18 │ f(x)=    200.27 │    2.3e-06 │     188.7     11.54    │
│ 19 │ f(x)=    199.22 │   1.16e-06 │     188.3     10.88    │
│ 20 │ f(x)=    199.04 │   4.76e-07 │     188.4     10.68    │
│ 21 │ f(x)=    198.83 │   2.83e-07 │     188.2     10.66    │
│ 22 │ f(x)=    198.42 │   2.33e-07 │     187.7     10.73    │
│ 23 │ f(x)=    198.15 │   3.63e-07 │     187.3     10.88    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043469
   Total Core solution elapsed time:       2.96217
   Linear solver elapsed time:             2.50352 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 28/31, alpha value: 1.2589e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-26    │
│  2 │ f(x)=1.2131e+05 │   0.000758 │ 7.132e+04     5e+04    │
│  3 │ f(x)=    1223.5 │   7.24e-06 │      1218     5.481    │
│  4 │ f(x)=    1022.5 │   1.16e-05 │     989.3     33.28    │
│  5 │ f(x)=    683.56 │   2.96e-05 │     536.1     147.5    │
│  6 │ f(x)=    577.58 │    1.1e-05 │     469.9     107.7    │
│  7 │ f(x)=    549.24 │   9.18e-06 │     463.2     86.04    │
│  8 │ f(x)=    458.84 │   1.14e-05 │     382.5     76.32    │
│  9 │ f(x)=    338.95 │   1.22e-05 │     275.2     63.75    │
│ 10 │ f(x)=    353.31 │   3.76e-05 │     207.9     145.4    │
│ 11 │ f(x)=    296.66 │   1.92e-05 │     226.2     70.47    │
│ 12 │ f(x)=    264.73 │    5.2e-06 │     219.1     45.63    │
│ 13 │ f(x)=    259.17 │   3.62e-06 │     219.4     39.79    │
│ 14 │ f(x)=    252.24 │   3.87e-06 │     217.1      35.1    │
│ 15 │ f(x)=    242.18 │   5.91e-06 │       214     28.19    │
│ 16 │ f(x)=    230.92 │   5.22e-06 │     210.7     20.25    │
│ 17 │ f(x)=    222.89 │   3.51e-06 │     209.5     13.35    │
│ 18 │ f(x)=    216.54 │    4.2e-06 │     208.9     7.667    │
│ 19 │ f(x)=    215.18 │    3.7e-06 │     208.4     6.772    │
│ 20 │ f(x)=    214.25 │   1.05e-06 │     208.3     5.937    │
│ 21 │ f(x)=    214.02 │   6.32e-07 │     208.2     5.769    │
│ 22 │ f(x)=    213.56 │   5.64e-07 │     207.9     5.675    │
│ 23 │ f(x)=    213.21 │   5.86e-07 │     207.5     5.733    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040501
   Total Core solution elapsed time:       2.99523
   Linear solver elapsed time:             2.53559 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 29/31, alpha value: 2.5119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-26    │
│  2 │ f(x)=1.7108e+05 │    0.00139 │ 7.132e+04 9.976e+04    │
│  3 │ f(x)=    1228.9 │   1.33e-05 │      1218     10.94    │
│  4 │ f(x)=    1151.7 │   1.21e-05 │      1134     17.99    │
│  5 │ f(x)=     889.9 │   1.67e-05 │     813.2     76.67    │
│  6 │ f(x)=    732.72 │   3.17e-05 │     597.5     135.2    │
│  7 │ f(x)=    723.66 │   1.49e-05 │     637.5     86.12    │
│  8 │ f(x)=    667.62 │   1.09e-05 │       600     67.66    │
│  9 │ f(x)=    538.85 │    1.7e-05 │     469.4     69.44    │
│ 10 │ f(x)=    384.08 │   1.72e-05 │     314.4      69.7    │
│ 11 │ f(x)=    436.76 │   6.77e-05 │     213.5     223.2    │
│ 12 │ f(x)=    336.07 │   3.16e-05 │     241.6     94.42    │
│ 13 │ f(x)=    300.11 │   7.93e-06 │     236.9     63.19    │
│ 14 │ f(x)=     295.1 │   5.57e-06 │     238.9     56.17    │
│ 15 │ f(x)=    284.12 │   7.87e-06 │     235.9     48.22    │
│ 16 │ f(x)=    264.81 │   1.15e-05 │     228.6     36.18    │
│ 17 │ f(x)=    246.59 │   1.85e-05 │     219.9     26.72    │
│ 18 │ f(x)=    231.07 │    6.7e-06 │     219.5     11.56    │
│ 19 │ f(x)=    225.58 │   3.84e-06 │     219.1     6.499    │
│ 20 │ f(x)=    223.17 │   2.84e-06 │     218.8     4.384    │
│ 21 │ f(x)=    222.47 │   4.84e-06 │     218.5      3.95    │
│ 22 │ f(x)=    221.59 │   1.02e-06 │     218.4     3.145    │
│ 23 │ f(x)=    221.47 │   6.48e-07 │     218.4     3.085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037497
   Total Core solution elapsed time:       3.06046
   Linear solver elapsed time:             2.58674 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 30/31, alpha value: 5.0119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-26    │
│  2 │ f(x)=2.7036e+05 │    0.00266 │ 7.132e+04  1.99e+05    │
│  3 │ f(x)=    1239.8 │   2.67e-05 │      1218     21.82    │
│  4 │ f(x)=    1221.8 │   1.25e-05 │      1212      9.37    │
│  5 │ f(x)=      1178 │   9.84e-06 │      1167     11.12    │
│  6 │ f(x)=    1095.7 │   1.57e-05 │      1069     26.73    │
│  7 │ f(x)=    964.08 │   2.33e-05 │     909.3     54.77    │
│  8 │ f(x)=    763.52 │   2.36e-05 │     658.8     104.8    │
│  9 │ f(x)=    633.85 │   1.83e-05 │     524.7     109.1    │
│ 10 │ f(x)=    463.52 │   2.55e-05 │     353.7     109.8    │
│ 11 │ f(x)=    416.05 │   2.96e-05 │     310.7     105.4    │
│ 12 │ f(x)=    405.46 │   1.38e-05 │     322.3     83.13    │
│ 13 │ f(x)=    387.64 │   1.11e-05 │     314.5      73.1    │
│ 14 │ f(x)=    360.09 │   1.57e-05 │     291.3     68.81    │
│ 15 │ f(x)=    309.28 │   2.15e-05 │     253.5     55.77    │
│ 16 │ f(x)=    273.31 │   3.89e-05 │     223.8     49.52    │
│ 17 │ f(x)=    243.49 │   1.36e-05 │     224.4     19.05    │
│ 18 │ f(x)=    233.58 │   7.35e-06 │     225.2     8.414    │
│ 19 │ f(x)=    229.03 │   5.67e-06 │     224.8     4.212    │
│ 20 │ f(x)=    227.95 │   9.66e-06 │     224.7     3.283    │
│ 21 │ f(x)=    226.31 │   2.19e-06 │     224.6     1.735    │
│ 22 │ f(x)=    226.05 │   1.31e-06 │     224.5     1.583    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037096
   Total Core solution elapsed time:       2.85358
   Linear solver elapsed time:             2.42357 (85%)

   Total elapsed time: 0 hrs 0 min 2 sec
------------------------------------------------------------
      alpha iteration: 31/31, alpha value: 1e-11
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-25    │
│  2 │ f(x)=4.6847e+05 │    0.00522 │ 7.132e+04 3.972e+05    │
│  3 │ f(x)=    1261.5 │   5.43e-05 │      1218     43.54    │
│  4 │ f(x)=    1256.5 │   1.26e-05 │      1252     4.789    │
│  5 │ f(x)=    1248.1 │   8.31e-06 │      1244     3.961    │
│  6 │ f(x)=    1180.1 │   1.62e-05 │      1165      15.5    │
│  7 │ f(x)=    1118.9 │   2.31e-05 │      1089     29.63    │
│  8 │ f(x)=    1022.4 │   2.22e-05 │     971.7      50.7    │
│  9 │ f(x)=    810.58 │   5.55e-05 │     690.7     119.9    │
│ 10 │ f(x)=    699.58 │   2.22e-05 │     592.2     107.4    │
│ 11 │ f(x)=    636.15 │   1.96e-05 │     543.5     92.63    │
│ 12 │ f(x)=    566.63 │   2.29e-05 │     473.1     93.57    │
│ 13 │ f(x)=    484.12 │    5.7e-05 │       356     128.1    │
│ 14 │ f(x)=     459.3 │   2.05e-05 │     368.1     91.21    │
│ 15 │ f(x)=    430.26 │   1.96e-05 │     353.5     76.79    │
│ 16 │ f(x)=    352.38 │    3.2e-05 │     294.1     58.27    │
│ 17 │ f(x)=    271.51 │   3.78e-05 │     240.9     30.61    │
│ 18 │ f(x)=    319.35 │   9.28e-05 │     243.6     75.75    │
│ 19 │ f(x)=    248.24 │   3.35e-05 │     229.5     18.74    │
│ 20 │ f(x)=    233.89 │   1.12e-05 │     228.4     5.526    │
│ 21 │ f(x)=    230.82 │   5.51e-06 │       228     2.773    │
│ 22 │ f(x)=    229.56 │   5.42e-06 │     227.8     1.782    │
│ 23 │ f(x)=     228.6 │   7.33e-06 │     227.4      1.24    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040052
   Total Core solution elapsed time:       3.10269
   Linear solver elapsed time:             2.6181  (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.779e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.589    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195    0.0003    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641     0.526    │
│  5 │ f(x)=    504.83 │    3.4e-06 │     504.8   0.03169    │
│  6 │ f(x)=    740.58 │   7.47e-06 │     740.2    0.4202    │
│  7 │ f(x)=    163.99 │    1.4e-06 │     163.9    0.1135    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2567    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2255    │
│ 10 │ f(x)=    51.339 │   4.07e-07 │     51.09     0.249    │
│ 11 │ f(x)=    26.737 │   2.73e-07 │     26.41    0.3316    │
│ 12 │ f(x)=    15.506 │   1.64e-07 │     15.16     0.347    │
│ 13 │ f(x)=     10.13 │   1.15e-07 │     9.793    0.3374    │
│ 14 │ f(x)=    6.0393 │    9.7e-08 │     5.705    0.3343    │
│ 15 │ f(x)=    2.7181 │   9.13e-08 │     2.372    0.3463    │
│ 16 │ f(x)=    1.9229 │   3.89e-08 │     1.594    0.3294    │
│ 17 │ f(x)=     1.548 │   3.95e-08 │     1.221    0.3274    │
│ 18 │ f(x)=    1.0957 │   4.08e-08 │    0.7833    0.3124    │
│ 19 │ f(x)=   0.72964 │   1.74e-08 │    0.4386     0.291    │
│ 20 │ f(x)=   0.65174 │   1.27e-08 │    0.3776    0.2742    │
│ 21 │ f(x)=   0.56945 │   1.37e-08 │    0.3102    0.2592    │
│ 22 │ f(x)=   0.40776 │   1.27e-08 │    0.1807     0.227    │
│ 23 │ f(x)=   0.35508 │   1.94e-08 │    0.1573    0.1977    │
│ 24 │ f(x)=   0.28474 │   9.57e-09 │   0.09248    0.1923    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038301
   Total Core solution elapsed time:       3.98762
   Linear solver elapsed time:             3.39894 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
Testing example: Mesh

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

2024-11-29 17:57:29.164 MATLAB[24925:38694187] XType: com.apple.fonts is not accessible.
2024-11-29 17:57:29.164 MATLAB[24925:38694187] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:57:29.348 MATLAB[24925:38694187] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:29.348 MATLAB[24925:38694187] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:57:29.349 MATLAB[24925:38694187] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:29.353 MATLAB[24925:38694187] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:29.353 MATLAB[24925:38694187] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Anisotropic mesh adaptation

   new number of triangles = 2567
Construction of a mesh from a given geometry
Anisotropic mesh adaptation

   new number of triangles = 1572
Construction of a mesh from a given geometry
Anisotropic mesh adaptation

   new number of triangles = 4616
SUCCESS
Testing example: Pig

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Anisotropic mesh adaptation

   new number of triangles = 2085
2024-11-29 17:57:48.877 MATLAB[25007:38694531] XType: com.apple.fonts is not accessible.
2024-11-29 17:57:48.877 MATLAB[25007:38694531] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:57:49.062 MATLAB[25007:38694531] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:49.062 MATLAB[25007:38694531] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:57:49.063 MATLAB[25007:38694531] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:49.067 MATLAB[25007:38694531] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:57:49.067 MATLAB[25007:38694531] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
   Loading SeaRISE data from NetCDF
   Interpolating surface and ice base
   Constructing thickness
   Interpolating temperatures
   Loading velocities data from NetCDF
   Set observed velocities
   Set Pressure
   Construct ice rheological properties
   Interpolating surface mass balance
   Set geothermal heat flux
   Construct basal friction parameters
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬──────────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions       │
├────┼─────────────────┼────────────┼──────────────────────────────┤
│  1 │ f(x)=     10690 │       51.3 │      1475      9214 3.271e-11│
│  2 │ f(x)=    3165.2 │        6.8 │      68.4      3097 5.082e-10│
│  3 │ f(x)=    2709.5 │       5.43 │     51.99      2658 6.208e-10│
│  4 │ f(x)=      1527 │       2.59 │     19.93      1507 1.367e-09│
│  5 │ f(x)=    948.76 │       1.43 │     8.873     939.9 2.507e-09│
│  6 │ f(x)=    538.96 │      0.704 │     3.362     535.6 4.587e-09│
│  7 │ f(x)=    320.85 │      0.352 │     1.654     319.2 7.502e-09│
│  8 │ f(x)=    198.61 │      0.154 │     1.284     197.3 1.178e-08│
│  9 │ f(x)=    157.58 │      0.319 │     1.336     156.2 1.612e-08│
│ 10 │ f(x)=     134.5 │      0.116 │     1.478       133 1.929e-08│
│ 11 │ f(x)=    129.99 │     0.0779 │     1.476     128.5 1.983e-08│
│ 12 │ f(x)=    122.97 │     0.0862 │     1.467     121.5 2.173e-08│
│ 13 │ f(x)=    119.93 │     0.0654 │     1.461     118.5 2.225e-08│
│ 14 │ f(x)=    114.49 │     0.0559 │     1.408     113.1 2.332e-08│
│ 15 │ f(x)=    111.94 │     0.0419 │     1.394     110.5 2.418e-08│
│ 16 │ f(x)=    110.08 │     0.0324 │     1.399     108.7 2.511e-08│
│ 17 │ f(x)=    106.57 │     0.0347 │     1.392     105.2 2.754e-08│
│ 18 │ f(x)=    104.78 │     0.0645 │     1.351     103.4 3.038e-08│
│ 19 │ f(x)=    103.26 │     0.0712 │     1.319     101.9 3.056e-08│
│ 20 │ f(x)=    103.49 │     0.0697 │     1.293     102.2 3.191e-08│
│ 21 │ f(x)=    102.85 │     0.0361 │     1.296     101.6 3.106e-08│
│ 22 │ f(x)=    102.51 │     0.0854 │     1.293     101.2 3.086e-08│
└────┴─────────────────┴────────────┴──────────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.048168
   Total Core solution elapsed time:       5.55403
   Linear solver elapsed time:             3.4299  (62%)

   Total elapsed time: 0 hrs 0 min 5 sec
   Extruding mesh
   Using HO Ice Flow Model
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.107845
   Total Core solution elapsed time:       1.84282
   Linear solver elapsed time:             1.11547 (61%)

   Total elapsed time: 0 hrs 0 min 1 sec
SUCCESS
Testing example: PigSensitivity

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.059983
   Total Core solution elapsed time:       8.48695
   Linear solver elapsed time:             4.93982 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
2024-11-29 17:58:28.635 MATLAB[25154:38695152] XType: com.apple.fonts is not accessible.
2024-11-29 17:58:28.635 MATLAB[25154:38695152] XType: XTFontStaticRegistry is enabled.
2024-11-29 17:58:28.824 MATLAB[25154:38695152] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:58:28.824 MATLAB[25154:38695152] CoreText note: Set a breakpoint on CTFontLogSystemFontNameRequest to debug.
2024-11-29 17:58:28.825 MATLAB[25154:38695152] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:58:28.829 MATLAB[25154:38695152] CoreText note: Client requested name ".SFNS-Regular", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
2024-11-29 17:58:28.830 MATLAB[25154:38695152] CoreText note: Client requested name ".SFNS-Bold", it will get Times-Roman rather than the intended font. All system UI font access should be through proper APIs such as CTFontCreateUIFontForLanguage() or +[NSFont systemFontOfSize:].
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.057483
   Total Core solution elapsed time:       8.47145
   Linear solver elapsed time:             4.97233 (59%)

   Total elapsed time: 0 hrs 0 min 8 sec
NOTE: using observed velocities to create constraints along new boundary
      boundary conditions for stressbalance model: spc set as observed velocities
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.058689
   Total Core solution elapsed time:       8.73439
   Linear solver elapsed time:             5.03972 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.055387
   Total Core solution elapsed time:       8.35848
   Linear solver elapsed time:             4.87739 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
Testing example: SquareIceShelf

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      initial velocity
      creating flow law parameter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.03202
   Total Core solution elapsed time:       0.21716
   Linear solver elapsed time:             0.188985 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
SUCCESS
Not implemented yet!
+++ Removing old junit reports from: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog/results 

+++ Running case: Example-AMR 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Coarse mesh
Construction of a mesh from a given geometry
   Step 2: Parameterization
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
   Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
iteration 1/500  time [yr]: 1.00 (time step: 1.00)
   computing smb 
   computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)

[0] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...


[1] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...

loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-11-29-2024-17-29-18-49823//mismip.outbin: No such file or directory
[Warning:
============================================================
   Binary file mismip.outbin not found!

   This typically happens when the run crashed.
   Please check for error messages above or in the outlog
============================================================
] 
[&gt; In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)] 
[Warning: Directory already exists.] 
[&gt; In AMRexportVTK (line 17)
In runme (line 68)] 
Unrecognized field name "TransientSolution".

Error in AMRexportVTK (line 62)
 	if(isfield(model.results.TransientSolution,'MeshElements'))

Error in runme (line 68)
	AMRexportVTK('./VTK',md);FAILURE
+++ exit code: 0
+++ error: 0

+++ Running case: Example-AMR 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Coarse mesh
Construction of a mesh from a given geometry
   Step 2: Parameterization
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
   Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
iteration 1/500  time [yr]: 1.00 (time step: 1.00)
   computing smb 
   computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)

[0] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...


[1] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...

loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-11-29-2024-17-29-18-49823//mismip.outbin: No such file or directory
[Warning:
============================================================
   Binary file mismip.outbin not found!

   This typically happens when the run crashed.
   Please check for error messages above or in the outlog
============================================================
] 
[&gt; In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)] 
[Warning: Directory already exists.] 
[&gt; In AMRexportVTK (line 17)
In runme (line 68)] 
Unrecognized field name "TransientSolution".

Error in AMRexportVTK (line 62)
 	if(isfield(model.results.TransientSolution,'MeshElements'))

Error in runme (line 68)
	AMRexportVTK('./VTK',md);FAILURE
+++ exit code: 0
+++ error: 1

+++ Running case: Example-EsaGRACE 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Global mesh creation
Info    : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-c432a9f, 1 node, max. 1 thread]
Info    : Started on Fri Nov 29 17:29:54 2024
Info    : Reading 'sphere.geo'...
Info    : Done reading 'sphere.geo'
Info    : Meshing 1D...
Info    : [  0%] Meshing curve 1 (Circle)
Info    : [ 10%] Meshing curve 2 (Circle)
Info    : [ 20%] Meshing curve 3 (Circle)
Info    : [ 30%] Meshing curve 4 (Circle)
Info    : [ 40%] Meshing curve 5 (Circle)
Info    : [ 50%] Meshing curve 6 (Circle)
Info    : [ 50%] Meshing curve 7 (Circle)
Info    : [ 60%] Meshing curve 8 (Circle)
Info    : [ 70%] Meshing curve 9 (Circle)
Info    : [ 80%] Meshing curve 10 (Circle)
Info    : [ 90%] Meshing curve 11 (Circle)
Info    : [100%] Meshing curve 12 (Circle)
Info    : Done meshing 1D (Wall 0.00238456s, CPU 0.002029s)
Info    : Meshing 2D...
Info    : [  0%] Meshing surface 14 (Surface, MeshAdapt)
Info    : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info    : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info    : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info    : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info    : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info    : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info    : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info    : Done meshing 2D (Wall 53.4217s, CPU 31.9162s)
Info    : 7669 nodes 15747 elements
Info    : Writing 'sphere.msh'...
Info    : Done writing 'sphere.msh'
Info    : Stopped on Fri Nov 29 17:30:47 2024 (From start: Wall 53.561s, CPU 32.0102s)
gmtmask: num vertices 7668
gmtmask: done
   Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
   Step 3: Parameterization
   Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.387392
   Total Core solution elapsed time:       20.4316
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 5: Plot solutions
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-EsaGRACE 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Global mesh creation
Info    : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-c432a9f, 1 node, max. 1 thread]
Info    : Started on Fri Nov 29 17:29:54 2024
Info    : Reading 'sphere.geo'...
Info    : Done reading 'sphere.geo'
Info    : Meshing 1D...
Info    : [  0%] Meshing curve 1 (Circle)
Info    : [ 10%] Meshing curve 2 (Circle)
Info    : [ 20%] Meshing curve 3 (Circle)
Info    : [ 30%] Meshing curve 4 (Circle)
Info    : [ 40%] Meshing curve 5 (Circle)
Info    : [ 50%] Meshing curve 6 (Circle)
Info    : [ 50%] Meshing curve 7 (Circle)
Info    : [ 60%] Meshing curve 8 (Circle)
Info    : [ 70%] Meshing curve 9 (Circle)
Info    : [ 80%] Meshing curve 10 (Circle)
Info    : [ 90%] Meshing curve 11 (Circle)
Info    : [100%] Meshing curve 12 (Circle)
Info    : Done meshing 1D (Wall 0.00238456s, CPU 0.002029s)
Info    : Meshing 2D...
Info    : [  0%] Meshing surface 14 (Surface, MeshAdapt)
Info    : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info    : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info    : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info    : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info    : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info    : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info    : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info    : Done meshing 2D (Wall 53.4217s, CPU 31.9162s)
Info    : 7669 nodes 15747 elements
Info    : Writing 'sphere.msh'...
Info    : Done writing 'sphere.msh'
Info    : Stopped on Fri Nov 29 17:30:47 2024 (From start: Wall 53.561s, CPU 32.0102s)
gmtmask: num vertices 7668
gmtmask: done
   Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
   Step 3: Parameterization
   Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.387392
   Total Core solution elapsed time:       20.4316
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 5: Plot solutions
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-EsaWahr 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
   Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 4207
   Step 3: Define loads
   Step 4: Parameterization
   Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.234546
   Total Core solution elapsed time:       1.30975
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 6: Plot solutions
   Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-EsaWahr 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
   Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 4207
   Step 3: Define loads
   Step 4: Parameterization
   Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.234546
   Total Core solution elapsed time:       1.30975
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 6: Plot solutions
   Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Greenland 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 6345
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     59172.79  |       7092.887      52079.9 6.085212e-32
 x =         1 | f(x) =     50954.87  |       3600.244     47354.58   0.04587451
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     50953.45  |       3598.809      47354.6   0.04587451
 x =         1 | f(x) =     44978.74  |       2137.679     42840.82    0.2370654
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44987.02  |       2146.197     42840.58    0.2370654
 x =         1 | f(x) =      44425.8  |       2044.873     42380.66    0.2722667
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44432.36  |       2051.851     42380.24    0.2722667
 x =         1 | f(x) =     42775.97  |       1747.394     41028.16    0.4148691
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     42783.98  |       1756.726     41026.84    0.4148691
 x =         1 | f(x) =      41876.1  |       1659.336     40216.23    0.5302616
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41885.98  |       1670.347      40215.1    0.5302616
 x =         1 | f(x) =     40869.39  |       1561.173     39307.52    0.6932322
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     40870.91  |       1563.273     39306.95    0.6932322
 x =         1 | f(x) =     39697.76  |       1338.256     38358.58    0.9236775
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39697.43  |       1338.655     38357.85    0.9236775
 x =         1 | f(x) =     39040.22  |       1208.675     37830.47     1.071791
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39039.49  |       1208.558     37829.86     1.071791
 x =         1 | f(x) =     38556.09  |       1126.764     37428.13     1.191478
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38552.98  |       1124.507     37427.28     1.191478
 x =         1 | f(x) =     38121.56  |       1092.495     37027.74       1.3288
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38122.77  |       1094.958     37026.49       1.3288
 x =         1 | f(x) =     37729.41  |       1149.628     36578.29     1.493932
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37740.46  |       1159.142     36579.82     1.493932
 x =         1 | f(x) =     37487.92  |       1087.186     36399.14     1.592633
 x =  0.381966 | f(x) =     37611.19  |       1112.303     36497.36     1.529775
 x =  0.618034 | f(x) =      37561.1  |       1101.089     36458.46      1.55338
 x =  0.763932 | f(x) =     37530.94  |       1093.798     36435.58     1.568476
 x =  0.854102 | f(x) =     37512.65  |       1089.499     36421.58     1.577683
 x =   0.90983 | f(x) =     37501.45  |       1086.979     36412.88     1.583344
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37484.86  |       1084.592     36398.67     1.592633
 x =         1 | f(x) =     37022.46  |       1018.285     36002.41     1.768007
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      37030.9  |       1026.085     36003.05     1.768007
 x =         1 | f(x) =     36814.89  |       1058.135      35754.9     1.859438
 x =  0.381966 | f(x) =     36898.13  |       989.5907     35906.74     1.799676
 x =  0.618034 | f(x) =     36853.98  |       1003.884     35848.28     1.821225
 x =  0.763932 | f(x) =     36838.62  |       1025.038     35811.75     1.835325
 x =  0.937069 | f(x) =     36824.08  |       1052.478     35769.75     1.852853
 x =  0.870937 | f(x) =     36839.21  |       1051.966      35785.4     1.846056
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      36824.8  |       1068.389     35754.55     1.859438
 x =         1 | f(x) =     36559.07  |       954.0377     35603.09     1.936544
 x =  0.381966 | f(x) =      36711.5  |       1017.403     35692.21     1.887487
 x =  0.618034 | f(x) =     36653.71  |       995.7569     35656.05     1.905392
 x =  0.763932 | f(x) =     36614.76  |       978.0481      35634.8     1.916939
 x =  0.854102 | f(x) =     36589.85  |       965.9689     35621.95      1.92432
 x =   0.90983 | f(x) =     36574.06  |       958.1749     35613.95     1.928974
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36552.27  |       948.6767     35601.65     1.936544
 x =         1 | f(x) =     36368.74  |       909.4905     35457.24     2.009954
 x =  0.381966 | f(x) =     36450.66  |       912.2196     35536.48     1.964688
 x =  0.618034 | f(x) =     36415.28  |       905.8741     35507.42     1.981913
 x =  0.763932 | f(x) =     36394.68  |       904.2792     35488.41     1.992565
 x =  0.854102 | f(x) =     36384.31  |       906.0028     35476.31     1.999281
 x =   0.90983 | f(x) =     36379.73  |       908.9319     35468.79     2.003357
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36373.34  |       914.7542     35456.58     2.009954
 x =         1 | f(x) =     36229.12  |       957.6674     35269.34     2.111313
 x =  0.381966 | f(x) =     36289.06  |       905.1848     35381.82     2.046875
 x =  0.618034 | f(x) =     36257.86  |       916.5034     35339.28     2.070593
 x =  0.763932 | f(x) =     36247.49  |       932.6872     35312.72     2.085785
 x =  0.913021 | f(x) =     36239.38  |       951.6387     35285.64     2.101794
 x =  0.856074 | f(x) =     36249.62  |        951.977     35295.55     2.095621
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36238.23  |       966.1893     35269.93     2.111313
 x =         1 | f(x) =     36005.81  |        893.306     35110.31      2.18899
 x =  0.381966 | f(x) =     36142.54  |       929.6447     35210.76     2.139784
 x =  0.618034 | f(x) =     36093.23  |       916.1558     35174.92     2.158128
 x =  0.763932 | f(x) =     36058.58  |       905.5225     35150.89      2.16975
 x =  0.854102 | f(x) =      36036.9  |       898.7214        35136     2.177043
 x =   0.90983 | f(x) =     36023.73  |       894.6151     35126.93      2.18159
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36005.22  |       890.2107     35112.82      2.18899
 x =         1 | f(x) =     35868.42  |       869.9581     34996.18     2.287732
 x =  0.381966 | f(x) =     35911.39  |       860.1821     35048.98     2.225541
 x =  0.618034 | f(x) =     35893.04  |       858.0691     35032.72     2.249067
 x =  0.763932 | f(x) =     35881.94  |       859.7353     35019.94     2.263658
 x =  0.854102 | f(x) =     35877.04  |        863.763     35011.01     2.272799
 x =   0.90983 | f(x) =     35875.47  |       868.0771     35005.11     2.278502
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35873.35  |       875.6681      34995.4     2.287732
 x =         1 | f(x) =     35723.35  |       910.5513     34810.43     2.374027
 x =  0.381966 | f(x) =     35789.66  |       860.5594     34926.79     2.319061
 x =  0.618034 | f(x) =     35757.04  |        868.789     34885.91     2.339232
 x =  0.763932 | f(x) =     35744.03  |       883.7317     34857.95     2.352231
 x =  0.854102 | f(x) =     35739.94  |       897.5494     34840.03     2.360435
 x =  0.930997 | f(x) =     35737.52  |         910.28     34824.87     2.367548
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35735.84  |       922.2347     34811.23     2.374027
 x =         1 | f(x) =     35602.51  |       870.7784      34729.3     2.423398
 x =  0.381966 | f(x) =     35668.82  |       880.0971     34786.33     2.391628
 x =  0.618034 | f(x) =      35644.9  |       872.7159     34769.79     2.403223
 x =  0.763932 | f(x) =     35629.08  |       870.0702      34756.6     2.410606
 x =  0.854102 | f(x) =     35618.25  |       868.4465     34747.39     2.415368
 x =   0.90983 | f(x) =     35610.89  |       867.4925     34740.98     2.418388
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35599.85  |       867.5045     34729.92     2.423398
 x =         1 | f(x) =     35435.33  |       841.7746     34591.04     2.515761
 x =  0.381966 | f(x) =     35503.09  |         830.83      34669.8     2.457304
 x =  0.618034 | f(x) =     35463.09  |       825.8312     34634.77     2.479098
 x =  0.763932 | f(x) =     35440.81  |       828.0732     34610.24     2.492898
 x =  0.854102 | f(x) =     35432.56  |       834.5397     34595.51     2.501553
 x =   0.90983 | f(x) =     35438.35  |       841.9242     34593.91      2.50695
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35439.26  |       840.4865     34596.27     2.501553
 x =         1 | f(x) =     35377.76  |       827.9224     34547.29      2.55107
 x =  0.381966 | f(x) =     35416.76  |       819.8319     34594.41     2.518729
 x =  0.618034 | f(x) =     35399.79  |       819.4099     34577.85     2.530419
 x =  0.763932 | f(x) =      35393.8  |       822.2266     34569.04     2.538053
 x =  0.944312 | f(x) =     35386.99  |       828.3334      34556.1     2.547926
 x =  0.875413 | f(x) =     35393.31  |       829.0398     34561.73     2.544098
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35389.05  |       833.3282     34553.17      2.55107
 x =         1 | f(x) =     35252.08  |       814.3329     34435.09     2.649675
 x =  0.381966 | f(x) =     35317.08  |        812.978     34501.52     2.588143
 x =  0.618034 | f(x) =     35288.37  |       809.7173     34476.04     2.611631
 x =  0.763932 | f(x) =     35271.33  |       809.3561     34459.34     2.626304
 x =  0.854102 | f(x) =     35263.63  |       811.1878     34449.81     2.635229
 x =   0.90983 | f(x) =     35260.58  |       813.8445     34444.09     2.640723
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35256.61  |       818.8749     34435.09     2.649675
 x =         1 | f(x) =     35162.53  |       858.2921      34301.5     2.735676
 x =  0.381966 | f(x) =     35180.62  |       812.9345     34365.01     2.680864
 x =  0.618034 | f(x) =     35153.13  |        821.969     34328.46     2.701321
 x =  0.763932 | f(x) =      35158.4  |       837.0539     34318.64     2.714145
 x =  0.645763 | f(x) =     35167.63  |       833.3939     34331.53     2.703727
 x =  0.527864 | f(x) =     35170.22  |       824.2447     34343.28     2.693582
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35160.91  |       827.0909     34331.12     2.701321
 x =         1 | f(x) =     35121.46  |       799.6834     34319.05     2.727668
 x =  0.381966 | f(x) =     35148.31  |       811.7236     34333.88     2.710517
 x =  0.618034 | f(x) =     35139.87  |       807.5895     34329.56     2.716726
 x =  0.763932 | f(x) =     35133.07  |       803.7524     34326.59     2.720775
 x =  0.854102 | f(x) =     35127.96  |       801.0172     34324.22     2.723358
 x =   0.90983 | f(x) =     35124.32  |        799.211     34322.38     2.724985
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35118.96  |       797.3028     34318.93     2.727668
 x =         1 | f(x) =     34992.01  |       809.2473     34179.93     2.832747
 x =  0.381966 | f(x) =     35054.02  |       790.9422     34260.32     2.766225
 x =  0.618034 | f(x) =     35029.18  |       793.4468     34232.94     2.790928
 x =  0.763932 | f(x) =      35015.1  |       799.2229     34213.07     2.806632
 x =  0.854102 | f(x) =     35009.09  |       806.1056     34200.17     2.816504
 x =   0.90983 | f(x) =     35007.39  |       812.5979     34191.96     2.822669
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35004.32  |       822.0412     34179.45     2.832747
 x =         1 | f(x) =     34934.87  |       806.5675     34125.43      2.86951
 x =  0.381966 | f(x) =     34947.17  |       786.7796     34157.55     2.846468
 x =  0.618034 | f(x) =     34937.13  |       788.8929     34145.39     2.855044
 x =  0.763932 | f(x) =     34935.71  |       795.0418     34137.81     2.860453
 x =   0.74801 | f(x) =     34937.94  |       796.5463     34138.54     2.859858
 x =  0.854102 | f(x) =     34938.58  |       802.5728     34133.14     2.863859
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      34941.3  |        812.768     34125.66      2.86951
 x =         1 | f(x) =     34824.78  |       779.5761     34042.27     2.935694
 x =  0.381966 | f(x) =     34880.03  |       788.1487     34088.99     2.894436
 x =  0.618034 | f(x) =      34858.6  |       784.1174     34071.58     2.910017
 x =  0.763932 | f(x) =     34843.89  |       780.8717     34060.09       2.9198
 x =  0.854102 | f(x) =     34835.33  |       779.3895     34053.01     2.925893
 x =   0.90983 | f(x) =     34830.74  |       779.0446     34048.77      2.92962
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34824.91  |       779.6846     34042.29     2.935694
 x =         1 | f(x) =     34721.73  |       773.8231      33944.9      3.01281
 x =  0.381966 | f(x) =     34777.78  |        771.994     34002.82     2.964709
 x =  0.618034 | f(x) =     34756.76  |        772.522     33981.26      2.98308
 x =  0.763932 | f(x) =     34743.45  |         772.81     33967.65     2.994362
 x =  0.854102 | f(x) =     34735.33  |        773.207     33959.12     3.001401
 x =   0.90983 | f(x) =     34730.47  |       773.6088     33953.85     3.005762
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.275796
   Total Core solution elapsed time:       123.8  
   Linear solver elapsed time:             58.8024 (47%)

   Total elapsed time: 0 hrs 2 min 4 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   41.3709 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        63.1693 &gt; 10 %
   Convergence criterion: max(du)                 0.000157033
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54074e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.67351 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.15748 &lt; 10 %
   Convergence criterion: max(du)                 8.86618e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64147e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.10917 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.86496 &lt; 10 %
   Convergence criterion: max(du)                 5.14917e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73417e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.445159 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.23492 &lt; 10 %
   Convergence criterion: max(du)                 2.12086e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92298e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.399759 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.1948 &gt; 10 %
   Convergence criterion: max(du)                 3.38382e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40223e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111051 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.36483 &lt; 10 %
   Convergence criterion: max(du)                 9.83429e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.14969e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61435e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.271724 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.1919 &gt; 10 %
   Convergence criterion: max(du)                 3.27294e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65874e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0760399 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.8671 &lt; 10 %
   Convergence criterion: max(du)                 1.51082e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04047e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58073e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.213591 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.878 &gt; 10 %
   Convergence criterion: max(du)                 4.34466e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56764e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.061585 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.90586 &lt; 10 %
   Convergence criterion: max(du)                 2.25839e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02224e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.17981 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.2233 &gt; 10 %
   Convergence criterion: max(du)                 4.70969e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54155e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519115 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.45845 &lt; 10 %
   Convergence criterion: max(du)                 2.79455e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87516e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48413e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.158264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.387 &gt; 10 %
   Convergence criterion: max(du)                 4.73371e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60601e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0451186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.99321 &lt; 10 %
   Convergence criterion: max(du)                 2.80974e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02208e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41194e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.143012 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.5021 &lt; 10 %
   Convergence criterion: max(du)                 4.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.153015 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.82694 &lt; 10 %
   Convergence criterion: max(du)                 4.16497e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83923e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47723e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.148855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.42598 &lt; 10 %
   Convergence criterion: max(du)                 3.71475e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89397e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59661e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.14179 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.02041 &lt; 10 %
   Convergence criterion: max(du)                 3.04603e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57608e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.135019 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.86373 &lt; 10 %
   Convergence criterion: max(du)                 2.37104e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.24311e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64015e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129411 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.00071 &lt; 10 %
   Convergence criterion: max(du)                 1.79943e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69834e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4696e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124912 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.38988 &lt; 10 %
   Convergence criterion: max(du)                 1.36478e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90083e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61939e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121222 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.96582 &lt; 10 %
   Convergence criterion: max(du)                 1.05699e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89583e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72078e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.118073 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.66969 &lt; 10 %
   Convergence criterion: max(du)                 9.13358e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82196e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71344e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.115284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.45702 &lt; 10 %
   Convergence criterion: max(du)                 8.1737e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45359e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.112745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.29695 &lt; 10 %
   Convergence criterion: max(du)                 7.3362e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85221e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41835e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.110393 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.17078 &lt; 10 %
   Convergence criterion: max(du)                 6.60728e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86174e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60941e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.06713 &lt; 10 %
   Convergence criterion: max(du)                 5.97276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.82328e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106124 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.979223 &lt; 10 %
   Convergence criterion: max(du)                 5.42073e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93123e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.903138 &lt; 10 %
   Convergence criterion: max(du)                 4.94323e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86669e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66663e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102305 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.83633 &lt; 10 %
   Convergence criterion: max(du)                 4.52668e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04467e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6137e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100537 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.777495 &lt; 10 %
   Convergence criterion: max(du)                 4.16577e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03421e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.725705 &lt; 10 %
   Convergence criterion: max(du)                 3.8535e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39915e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09726 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.680786 &lt; 10 %
   Convergence criterion: max(du)                 3.58314e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7877e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54747e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0957356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.641511 &lt; 10 %
   Convergence criterion: max(du)                 3.34844e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85572e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51013e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0942813 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606844 &lt; 10 %
   Convergence criterion: max(du)                 3.14377e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52766e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0928908 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.576072 &lt; 10 %
   Convergence criterion: max(du)                 2.96418e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.97529e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45777e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0915596 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.54863 &lt; 10 %
   Convergence criterion: max(du)                 2.80541e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77503e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53594e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0902827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.52399 &lt; 10 %
   Convergence criterion: max(du)                 2.66383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07061e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62191e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0890553 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.501679 &lt; 10 %
   Convergence criterion: max(du)                 2.53644e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51329e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.481525 &lt; 10 %
   Convergence criterion: max(du)                 2.42276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70603e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47151e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.086737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.462913 &lt; 10 %
   Convergence criterion: max(du)                 2.3173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83672e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59169e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0856396 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445738 &lt; 10 %
   Convergence criterion: max(du)                 2.21987e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85314e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48721e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0845798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.429889 &lt; 10 %
   Convergence criterion: max(du)                 2.12971e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73362e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0835546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.41521 &lt; 10 %
   Convergence criterion: max(du)                 2.04545e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65053e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0825623 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.401608 &lt; 10 %
   Convergence criterion: max(du)                 1.96617e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69354e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48416e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0816006 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.388936 &lt; 10 %
   Convergence criterion: max(du)                 1.89116e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87823e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.55541e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0806678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.37712 &lt; 10 %
   Convergence criterion: max(du)                 1.81994e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53146e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0797625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.366044 &lt; 10 %
   Convergence criterion: max(du)                 1.7521e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66292e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0788836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.355641 &lt; 10 %
   Convergence criterion: max(du)                 1.68725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89769e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.42994e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0780298 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.345811 &lt; 10 %
   Convergence criterion: max(du)                 1.62529e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.36403e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0772002 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.336513 &lt; 10 %
   Convergence criterion: max(du)                 1.56611e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98366e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64983e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763939 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327693 &lt; 10 %
   Convergence criterion: max(du)                 1.50945e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60882e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51611e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756098 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.319304 &lt; 10 %
   Convergence criterion: max(du)                 1.45514e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98164e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59519e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0748473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.311274 &lt; 10 %
   Convergence criterion: max(du)                 1.40306e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.338e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0741053 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.303625 &lt; 10 %
   Convergence criterion: max(du)                 1.37128e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57357e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4517e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296275 &lt; 10 %
   Convergence criterion: max(du)                 1.34222e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53631e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71756e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0726804 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.289269 &lt; 10 %
   Convergence criterion: max(du)                 1.31406e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85816e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40847e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0719965 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.282566 &lt; 10 %
   Convergence criterion: max(du)                 1.28675e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70925e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0713312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.276136 &lt; 10 %
   Convergence criterion: max(du)                 1.26026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89496e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74225e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706799 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.267376 &lt; 10 %
   Convergence criterion: max(du)                 1.21537e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81524e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45954e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0700461 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.258629 &lt; 10 %
   Convergence criterion: max(du)                 1.16725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71918e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35782e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0694296 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.250203 &lt; 10 %
   Convergence criterion: max(du)                 1.1193e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80264e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77411e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.06883 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.242144 &lt; 10 %
   Convergence criterion: max(du)                 1.07263e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89632e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54991e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0682467 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.234438 &lt; 10 %
   Convergence criterion: max(du)                 1.02752e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676788 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.227057 &lt; 10 %
   Convergence criterion: max(du)                 9.84042e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70437e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0671251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.219974 &lt; 10 %
   Convergence criterion: max(du)                 9.42131e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94681e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61982e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0665849 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.213149 &lt; 10 %
   Convergence criterion: max(du)                 9.01718e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.0384e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0660571 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.206599 &lt; 10 %
   Convergence criterion: max(du)                 8.62728e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99494e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72776e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0655406 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.200284 &lt; 10 %
   Convergence criterion: max(du)                 8.25088e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92209e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64557e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650342 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.19419 &lt; 10 %
   Convergence criterion: max(du)                 7.88735e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01675e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645371 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188276 &lt; 10 %
   Convergence criterion: max(du)                 7.53608e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98614e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.613e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0640485 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.182633 &lt; 10 %
   Convergence criterion: max(du)                 7.19654e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57876e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0635682 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.1772 &lt; 10 %
   Convergence criterion: max(du)                 6.86826e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5463e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063095 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171974 &lt; 10 %
   Convergence criterion: max(du)                 6.55077e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.978e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48646e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0626287 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166915 &lt; 10 %
   Convergence criterion: max(du)                 6.24368e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78948e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0621693 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162059 &lt; 10 %
   Convergence criterion: max(du)                 5.94659e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07237e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54936e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0617169 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157408 &lt; 10 %
   Convergence criterion: max(du)                 5.65917e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.2511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0612711 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.152934 &lt; 10 %
   Convergence criterion: max(du)                 5.38108e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67159e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49351e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.060832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.148619 &lt; 10 %
   Convergence criterion: max(du)                 5.11199e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59488e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603996 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.144488 &lt; 10 %
   Convergence criterion: max(du)                 4.85159e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85771e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67062e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0599737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.14053 &lt; 10 %
   Convergence criterion: max(du)                 4.59961e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76612e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0595549 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.136729 &lt; 10 %
   Convergence criterion: max(du)                 4.38177e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.38059e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0591428 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.133092 &lt; 10 %
   Convergence criterion: max(du)                 4.18997e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56193e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.46308e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0587375 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.129495 &lt; 10 %
   Convergence criterion: max(du)                 4.0049e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91831e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77953e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.058339 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.126137 &lt; 10 %
   Convergence criterion: max(du)                 3.82626e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52787e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0579473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.122972 &lt; 10 %
   Convergence criterion: max(du)                 3.65375e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74717e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0575625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.119974 &lt; 10 %
   Convergence criterion: max(du)                 3.48708e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56405e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0571843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.117109 &lt; 10 %
   Convergence criterion: max(du)                 3.32601e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01386e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65596e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0568134 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.114401 &lt; 10 %
   Convergence criterion: max(du)                 3.17027e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63967e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564484 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.111628 &lt; 10 %
   Convergence criterion: max(du)                 3.01962e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82424e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57108e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05609 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.109129 &lt; 10 %
   Convergence criterion: max(du)                 2.87383e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9076e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0557383 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.10687 &lt; 10 %
   Convergence criterion: max(du)                 2.7327e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79534e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50547e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0553924 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.104766 &lt; 10 %
   Convergence criterion: max(du)                 2.596e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77735e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68857e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0550528 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.102802 &lt; 10 %
   Convergence criterion: max(du)                 2.46354e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.23331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64671e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.100569 &lt; 10 %
   Convergence criterion: max(du)                 2.33515e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77702e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56781e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0543917 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0987595 &lt; 10 %
   Convergence criterion: max(du)                 2.21062e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.16604e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5597e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0540703 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0967654 &lt; 10 %
   Convergence criterion: max(du)                 2.08981e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40612e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0537546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0952125 &lt; 10 %
   Convergence criterion: max(du)                 1.97254e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60537e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48079e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0534447 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0938137 &lt; 10 %
   Convergence criterion: max(du)                 1.85867e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08426e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39806e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0531379 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0925367 &lt; 10 %
   Convergence criterion: max(du)                 1.8332e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7587e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0528388 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0909618 &lt; 10 %
   Convergence criterion: max(du)                 1.90697e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61536e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70638e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0525455 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.089892 &lt; 10 %
   Convergence criterion: max(du)                 1.97945e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75037e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47143e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0522576 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0889269 &lt; 10 %
   Convergence criterion: max(du)                 2.0507e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79643e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519715 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0877022 &lt; 10 %
   Convergence criterion: max(du)                 2.12079e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44692e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0516925 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0868642 &lt; 10 %
   Convergence criterion: max(du)                 2.18977e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70826e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0514186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0861528 &lt; 10 %
   Convergence criterion: max(du)                 2.25769e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61527e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52567e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0511506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0853267 &lt; 10 %
   Convergence criterion: max(du)                 2.32459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.96726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74376e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0508878 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0848313 &lt; 10 %
   Convergence criterion: max(du)                 2.39052e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.311096
   Total Core solution elapsed time:       88.7811
   Linear solver elapsed time:             38.7464 (44%)

   Total elapsed time: 0 hrs 1 min 29 sec
loading results from cluster
   Step 5: Plotting
   Step 6: Extract Box SMB
   Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/1000  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/1000  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 3/1000  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 4/1000  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 5/1000  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/1000  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 7/1000  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 8/1000  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 9/1000  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 10/1000  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/1000  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 12/1000  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 13/1000  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 14/1000  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 15/1000  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/1000  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 17/1000  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 18/1000  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 19/1000  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 20/1000  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/1000  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 22/1000  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 23/1000  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 24/1000  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 25/1000  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/1000  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 27/1000  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 28/1000  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 29/1000  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 30/1000  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/1000  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 32/1000  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 33/1000  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 34/1000  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 35/1000  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/1000  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 37/1000  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 38/1000  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 39/1000  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 40/1000  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/1000  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 42/1000  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 43/1000  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 44/1000  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 45/1000  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/1000  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 47/1000  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 48/1000  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 49/1000  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 50/1000  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/1000  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 52/1000  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 53/1000  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 54/1000  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 55/1000  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/1000  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 57/1000  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 58/1000  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 59/1000  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 60/1000  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/1000  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 62/1000  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 63/1000  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 64/1000  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 65/1000  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/1000  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 67/1000  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 68/1000  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 69/1000  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 70/1000  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/1000  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 72/1000  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 73/1000  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 74/1000  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 75/1000  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/1000  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 77/1000  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 78/1000  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 79/1000  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 80/1000  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/1000  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 82/1000  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 83/1000  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 84/1000  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 85/1000  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/1000  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 87/1000  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 88/1000  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 89/1000  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 90/1000  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/1000  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 92/1000  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 93/1000  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 94/1000  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 95/1000  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/1000  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 97/1000  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 98/1000  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 99/1000  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 100/1000  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 101/1000  time [yr]: 20.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 102/1000  time [yr]: 20.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 103/1000  time [yr]: 20.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 104/1000  time [yr]: 20.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 105/1000  time [yr]: 21.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 106/1000  time [yr]: 21.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 107/1000  time [yr]: 21.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 108/1000  time [yr]: 21.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 109/1000  time [yr]: 21.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 110/1000  time [yr]: 22.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 111/1000  time [yr]: 22.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 112/1000  time [yr]: 22.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 113/1000  time [yr]: 22.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 114/1000  time [yr]: 22.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 115/1000  time [yr]: 23.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 116/1000  time [yr]: 23.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 117/1000  time [yr]: 23.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 118/1000  time [yr]: 23.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 119/1000  time [yr]: 23.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 120/1000  time [yr]: 24.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 121/1000  time [yr]: 24.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 122/1000  time [yr]: 24.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 123/1000  time [yr]: 24.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 124/1000  time [yr]: 24.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 125/1000  time [yr]: 25.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 126/1000  time [yr]: 25.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 127/1000  time [yr]: 25.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 128/1000  time [yr]: 25.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 129/1000  time [yr]: 25.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 130/1000  time [yr]: 26.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 131/1000  time [yr]: 26.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 132/1000  time [yr]: 26.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 133/1000  time [yr]: 26.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 134/1000  time [yr]: 26.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 135/1000  time [yr]: 27.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 136/1000  time [yr]: 27.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 137/1000  time [yr]: 27.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 138/1000  time [yr]: 27.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 139/1000  time [yr]: 27.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 140/1000  time [yr]: 28.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 141/1000  time [yr]: 28.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 142/1000  time [yr]: 28.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 143/1000  time [yr]: 28.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 144/1000  time [yr]: 28.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 145/1000  time [yr]: 29.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 146/1000  time [yr]: 29.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 147/1000  time [yr]: 29.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 148/1000  time [yr]: 29.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 149/1000  time [yr]: 29.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 150/1000  time [yr]: 30.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 151/1000  time [yr]: 30.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 152/1000  time [yr]: 30.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 153/1000  time [yr]: 30.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 154/1000  time [yr]: 30.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 155/1000  time [yr]: 31.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 156/1000  time [yr]: 31.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 157/1000  time [yr]: 31.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 158/1000  time [yr]: 31.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 159/1000  time [yr]: 31.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 160/1000  time [yr]: 32.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 161/1000  time [yr]: 32.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 162/1000  time [yr]: 32.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 163/1000  time [yr]: 32.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 164/1000  time [yr]: 32.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 165/1000  time [yr]: 33.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 166/1000  time [yr]: 33.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 167/1000  time [yr]: 33.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 168/1000  time [yr]: 33.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 169/1000  time [yr]: 33.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 170/1000  time [yr]: 34.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 171/1000  time [yr]: 34.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 172/1000  time [yr]: 34.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 173/1000  time [yr]: 34.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 174/1000  time [yr]: 34.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 175/1000  time [yr]: 35.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 176/1000  time [yr]: 35.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 177/1000  time [yr]: 35.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 178/1000  time [yr]: 35.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 179/1000  time [yr]: 35.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 180/1000  time [yr]: 36.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 181/1000  time [yr]: 36.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 182/1000  time [yr]: 36.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 183/1000  time [yr]: 36.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 184/1000  time [yr]: 36.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 185/1000  time [yr]: 37.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 186/1000  time [yr]: 37.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 187/1000  time [yr]: 37.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 188/1000  time [yr]: 37.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 189/1000  time [yr]: 37.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 190/1000  time [yr]: 38.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 191/1000  time [yr]: 38.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 192/1000  time [yr]: 38.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 193/1000  time [yr]: 38.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 194/1000  time [yr]: 38.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 195/1000  time [yr]: 39.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 196/1000  time [yr]: 39.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 197/1000  time [yr]: 39.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 198/1000  time [yr]: 39.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 199/1000  time [yr]: 39.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 200/1000  time [yr]: 40.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 201/1000  time [yr]: 40.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 202/1000  time [yr]: 40.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 203/1000  time [yr]: 40.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 204/1000  time [yr]: 40.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 205/1000  time [yr]: 41.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 206/1000  time [yr]: 41.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 207/1000  time [yr]: 41.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 208/1000  time [yr]: 41.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 209/1000  time [yr]: 41.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 210/1000  time [yr]: 42.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 211/1000  time [yr]: 42.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 212/1000  time [yr]: 42.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 213/1000  time [yr]: 42.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 214/1000  time [yr]: 42.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 215/1000  time [yr]: 43.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 216/1000  time [yr]: 43.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 217/1000  time [yr]: 43.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 218/1000  time [yr]: 43.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 219/1000  time [yr]: 43.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 220/1000  time [yr]: 44.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 221/1000  time [yr]: 44.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 222/1000  time [yr]: 44.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 223/1000  time [yr]: 44.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 224/1000  time [yr]: 44.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 225/1000  time [yr]: 45.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 226/1000  time [yr]: 45.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 227/1000  time [yr]: 45.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 228/1000  time [yr]: 45.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 229/1000  time [yr]: 45.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 230/1000  time [yr]: 46.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 231/1000  time [yr]: 46.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 232/1000  time [yr]: 46.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 233/1000  time [yr]: 46.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 234/1000  time [yr]: 46.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 235/1000  time [yr]: 47.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 236/1000  time [yr]: 47.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 237/1000  time [yr]: 47.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 238/1000  time [yr]: 47.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 239/1000  time [yr]: 47.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 240/1000  time [yr]: 48.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 241/1000  time [yr]: 48.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 242/1000  time [yr]: 48.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 243/1000  time [yr]: 48.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 244/1000  time [yr]: 48.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 245/1000  time [yr]: 49.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 246/1000  time [yr]: 49.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 247/1000  time [yr]: 49.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 248/1000  time [yr]: 49.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 249/1000  time [yr]: 49.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 250/1000  time [yr]: 50.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 251/1000  time [yr]: 50.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 252/1000  time [yr]: 50.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 253/1000  time [yr]: 50.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 254/1000  time [yr]: 50.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 255/1000  time [yr]: 51.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 256/1000  time [yr]: 51.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 257/1000  time [yr]: 51.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 258/1000  time [yr]: 51.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 259/1000  time [yr]: 51.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 260/1000  time [yr]: 52.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 261/1000  time [yr]: 52.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 262/1000  time [yr]: 52.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 263/1000  time [yr]: 52.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 264/1000  time [yr]: 52.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 265/1000  time [yr]: 53.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 266/1000  time [yr]: 53.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 267/1000  time [yr]: 53.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 268/1000  time [yr]: 53.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 269/1000  time [yr]: 53.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 270/1000  time [yr]: 54.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 271/1000  time [yr]: 54.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 272/1000  time [yr]: 54.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 273/1000  time [yr]: 54.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 274/1000  time [yr]: 54.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 275/1000  time [yr]: 55.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 276/1000  time [yr]: 55.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 277/1000  time [yr]: 55.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 278/1000  time [yr]: 55.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 279/1000  time [yr]: 55.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 280/1000  time [yr]: 56.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 281/1000  time [yr]: 56.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 282/1000  time [yr]: 56.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 283/1000  time [yr]: 56.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 284/1000  time [yr]: 56.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 285/1000  time [yr]: 57.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 286/1000  time [yr]: 57.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 287/1000  time [yr]: 57.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 288/1000  time [yr]: 57.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 289/1000  time [yr]: 57.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 290/1000  time [yr]: 58.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 291/1000  time [yr]: 58.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 292/1000  time [yr]: 58.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 293/1000  time [yr]: 58.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 294/1000  time [yr]: 58.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 295/1000  time [yr]: 59.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 296/1000  time [yr]: 59.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 297/1000  time [yr]: 59.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 298/1000  time [yr]: 59.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 299/1000  time [yr]: 59.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 300/1000  time [yr]: 60.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 301/1000  time [yr]: 60.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 302/1000  time [yr]: 60.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 303/1000  time [yr]: 60.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 304/1000  time [yr]: 60.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 305/1000  time [yr]: 61.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 306/1000  time [yr]: 61.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 307/1000  time [yr]: 61.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 308/1000  time [yr]: 61.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 309/1000  time [yr]: 61.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 310/1000  time [yr]: 62.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 311/1000  time [yr]: 62.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 312/1000  time [yr]: 62.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 313/1000  time [yr]: 62.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 314/1000  time [yr]: 62.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 315/1000  time [yr]: 63.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 316/1000  time [yr]: 63.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 317/1000  time [yr]: 63.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 318/1000  time [yr]: 63.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 319/1000  time [yr]: 63.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 320/1000  time [yr]: 64.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 321/1000  time [yr]: 64.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 322/1000  time [yr]: 64.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 323/1000  time [yr]: 64.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 324/1000  time [yr]: 64.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 325/1000  time [yr]: 65.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 326/1000  time [yr]: 65.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 327/1000  time [yr]: 65.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 328/1000  time [yr]: 65.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 329/1000  time [yr]: 65.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 330/1000  time [yr]: 66.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 331/1000  time [yr]: 66.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 332/1000  time [yr]: 66.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 333/1000  time [yr]: 66.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 334/1000  time [yr]: 66.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 335/1000  time [yr]: 67.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 336/1000  time [yr]: 67.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 337/1000  time [yr]: 67.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 338/1000  time [yr]: 67.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 339/1000  time [yr]: 67.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 340/1000  time [yr]: 68.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 341/1000  time [yr]: 68.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 342/1000  time [yr]: 68.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 343/1000  time [yr]: 68.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 344/1000  time [yr]: 68.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 345/1000  time [yr]: 69.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 346/1000  time [yr]: 69.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 347/1000  time [yr]: 69.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 348/1000  time [yr]: 69.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 349/1000  time [yr]: 69.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 350/1000  time [yr]: 70.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 351/1000  time [yr]: 70.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 352/1000  time [yr]: 70.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 353/1000  time [yr]: 70.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 354/1000  time [yr]: 70.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 355/1000  time [yr]: 71.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 356/1000  time [yr]: 71.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 357/1000  time [yr]: 71.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 358/1000  time [yr]: 71.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 359/1000  time [yr]: 71.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 360/1000  time [yr]: 72.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 361/1000  time [yr]: 72.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 362/1000  time [yr]: 72.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 363/1000  time [yr]: 72.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 364/1000  time [yr]: 72.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 365/1000  time [yr]: 73.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 366/1000  time [yr]: 73.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 367/1000  time [yr]: 73.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 368/1000  time [yr]: 73.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 369/1000  time [yr]: 73.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 370/1000  time [yr]: 74.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 371/1000  time [yr]: 74.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 372/1000  time [yr]: 74.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 373/1000  time [yr]: 74.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 374/1000  time [yr]: 74.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 375/1000  time [yr]: 75.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 376/1000  time [yr]: 75.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 377/1000  time [yr]: 75.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 378/1000  time [yr]: 75.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 379/1000  time [yr]: 75.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 380/1000  time [yr]: 76.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 381/1000  time [yr]: 76.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 382/1000  time [yr]: 76.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 383/1000  time [yr]: 76.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 384/1000  time [yr]: 76.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 385/1000  time [yr]: 77.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 386/1000  time [yr]: 77.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 387/1000  time [yr]: 77.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 388/1000  time [yr]: 77.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 389/1000  time [yr]: 77.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 390/1000  time [yr]: 78.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 391/1000  time [yr]: 78.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 392/1000  time [yr]: 78.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 393/1000  time [yr]: 78.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 394/1000  time [yr]: 78.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 395/1000  time [yr]: 79.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 396/1000  time [yr]: 79.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 397/1000  time [yr]: 79.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 398/1000  time [yr]: 79.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 399/1000  time [yr]: 79.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 400/1000  time [yr]: 80.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 401/1000  time [yr]: 80.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 402/1000  time [yr]: 80.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 403/1000  time [yr]: 80.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 404/1000  time [yr]: 80.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 405/1000  time [yr]: 81.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 406/1000  time [yr]: 81.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 407/1000  time [yr]: 81.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 408/1000  time [yr]: 81.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 409/1000  time [yr]: 81.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 410/1000  time [yr]: 82.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 411/1000  time [yr]: 82.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 412/1000  time [yr]: 82.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 413/1000  time [yr]: 82.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 414/1000  time [yr]: 82.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 415/1000  time [yr]: 83.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 416/1000  time [yr]: 83.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 417/1000  time [yr]: 83.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 418/1000  time [yr]: 83.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 419/1000  time [yr]: 83.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 420/1000  time [yr]: 84.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 421/1000  time [yr]: 84.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 422/1000  time [yr]: 84.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 423/1000  time [yr]: 84.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 424/1000  time [yr]: 84.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 425/1000  time [yr]: 85.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 426/1000  time [yr]: 85.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 427/1000  time [yr]: 85.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 428/1000  time [yr]: 85.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 429/1000  time [yr]: 85.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 430/1000  time [yr]: 86.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 431/1000  time [yr]: 86.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 432/1000  time [yr]: 86.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 433/1000  time [yr]: 86.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 434/1000  time [yr]: 86.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 435/1000  time [yr]: 87.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 436/1000  time [yr]: 87.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 437/1000  time [yr]: 87.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 438/1000  time [yr]: 87.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 439/1000  time [yr]: 87.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 440/1000  time [yr]: 88.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 441/1000  time [yr]: 88.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 442/1000  time [yr]: 88.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 443/1000  time [yr]: 88.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 444/1000  time [yr]: 88.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 445/1000  time [yr]: 89.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 446/1000  time [yr]: 89.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 447/1000  time [yr]: 89.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 448/1000  time [yr]: 89.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 449/1000  time [yr]: 89.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 450/1000  time [yr]: 90.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 451/1000  time [yr]: 90.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 452/1000  time [yr]: 90.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 453/1000  time [yr]: 90.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 454/1000  time [yr]: 90.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 455/1000  time [yr]: 91.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 456/1000  time [yr]: 91.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 457/1000  time [yr]: 91.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 458/1000  time [yr]: 91.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 459/1000  time [yr]: 91.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 460/1000  time [yr]: 92.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 461/1000  time [yr]: 92.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 462/1000  time [yr]: 92.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 463/1000  time [yr]: 92.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 464/1000  time [yr]: 92.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 465/1000  time [yr]: 93.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 466/1000  time [yr]: 93.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 467/1000  time [yr]: 93.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 468/1000  time [yr]: 93.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 469/1000  time [yr]: 93.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 470/1000  time [yr]: 94.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 471/1000  time [yr]: 94.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 472/1000  time [yr]: 94.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 473/1000  time [yr]: 94.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 474/1000  time [yr]: 94.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 475/1000  time [yr]: 95.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 476/1000  time [yr]: 95.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 477/1000  time [yr]: 95.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 478/1000  time [yr]: 95.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 479/1000  time [yr]: 95.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 480/1000  time [yr]: 96.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 481/1000  time [yr]: 96.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 482/1000  time [yr]: 96.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 483/1000  time [yr]: 96.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 484/1000  time [yr]: 96.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 485/1000  time [yr]: 97.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 486/1000  time [yr]: 97.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 487/1000  time [yr]: 97.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 488/1000  time [yr]: 97.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 489/1000  time [yr]: 97.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 490/1000  time [yr]: 98.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 491/1000  time [yr]: 98.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 492/1000  time [yr]: 98.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 493/1000  time [yr]: 98.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 494/1000  time [yr]: 98.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 495/1000  time [yr]: 99.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 496/1000  time [yr]: 99.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 497/1000  time [yr]: 99.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 498/1000  time [yr]: 99.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 499/1000  time [yr]: 99.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 500/1000  time [yr]: 100.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 501/1000  time [yr]: 100.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 502/1000  time [yr]: 100.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 503/1000  time [yr]: 100.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 504/1000  time [yr]: 100.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 505/1000  time [yr]: 101.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 506/1000  time [yr]: 101.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 507/1000  time [yr]: 101.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 508/1000  time [yr]: 101.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 509/1000  time [yr]: 101.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 510/1000  time [yr]: 102.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 511/1000  time [yr]: 102.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 512/1000  time [yr]: 102.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 513/1000  time [yr]: 102.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 514/1000  time [yr]: 102.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 515/1000  time [yr]: 103.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 516/1000  time [yr]: 103.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 517/1000  time [yr]: 103.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 518/1000  time [yr]: 103.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 519/1000  time [yr]: 103.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 520/1000  time [yr]: 104.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 521/1000  time [yr]: 104.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 522/1000  time [yr]: 104.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 523/1000  time [yr]: 104.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 524/1000  time [yr]: 104.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 525/1000  time [yr]: 105.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 526/1000  time [yr]: 105.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 527/1000  time [yr]: 105.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 528/1000  time [yr]: 105.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 529/1000  time [yr]: 105.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 530/1000  time [yr]: 106.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 531/1000  time [yr]: 106.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 532/1000  time [yr]: 106.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 533/1000  time [yr]: 106.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 534/1000  time [yr]: 106.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 535/1000  time [yr]: 107.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 536/1000  time [yr]: 107.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 537/1000  time [yr]: 107.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 538/1000  time [yr]: 107.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 539/1000  time [yr]: 107.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 540/1000  time [yr]: 108.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 541/1000  time [yr]: 108.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 542/1000  time [yr]: 108.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 543/1000  time [yr]: 108.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 544/1000  time [yr]: 108.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 545/1000  time [yr]: 109.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 546/1000  time [yr]: 109.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 547/1000  time [yr]: 109.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 548/1000  time [yr]: 109.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 549/1000  time [yr]: 109.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 550/1000  time [yr]: 110.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 551/1000  time [yr]: 110.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 552/1000  time [yr]: 110.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 553/1000  time [yr]: 110.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 554/1000  time [yr]: 110.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 555/1000  time [yr]: 111.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 556/1000  time [yr]: 111.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 557/1000  time [yr]: 111.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 558/1000  time [yr]: 111.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 559/1000  time [yr]: 111.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 560/1000  time [yr]: 112.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 561/1000  time [yr]: 112.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 562/1000  time [yr]: 112.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 563/1000  time [yr]: 112.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 564/1000  time [yr]: 112.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 565/1000  time [yr]: 113.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 566/1000  time [yr]: 113.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 567/1000  time [yr]: 113.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 568/1000  time [yr]: 113.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 569/1000  time [yr]: 113.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 570/1000  time [yr]: 114.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 571/1000  time [yr]: 114.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 572/1000  time [yr]: 114.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 573/1000  time [yr]: 114.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 574/1000  time [yr]: 114.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 575/1000  time [yr]: 115.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 576/1000  time [yr]: 115.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 577/1000  time [yr]: 115.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 578/1000  time [yr]: 115.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 579/1000  time [yr]: 115.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 580/1000  time [yr]: 116.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 581/1000  time [yr]: 116.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 582/1000  time [yr]: 116.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 583/1000  time [yr]: 116.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 584/1000  time [yr]: 116.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 585/1000  time [yr]: 117.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 586/1000  time [yr]: 117.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 587/1000  time [yr]: 117.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 588/1000  time [yr]: 117.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 589/1000  time [yr]: 117.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 590/1000  time [yr]: 118.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 591/1000  time [yr]: 118.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 592/1000  time [yr]: 118.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 593/1000  time [yr]: 118.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 594/1000  time [yr]: 118.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 595/1000  time [yr]: 119.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 596/1000  time [yr]: 119.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 597/1000  time [yr]: 119.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 598/1000  time [yr]: 119.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 599/1000  time [yr]: 119.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 600/1000  time [yr]: 120.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 601/1000  time [yr]: 120.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 602/1000  time [yr]: 120.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 603/1000  time [yr]: 120.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 604/1000  time [yr]: 120.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 605/1000  time [yr]: 121.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 606/1000  time [yr]: 121.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 607/1000  time [yr]: 121.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 608/1000  time [yr]: 121.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 609/1000  time [yr]: 121.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 610/1000  time [yr]: 122.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 611/1000  time [yr]: 122.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 612/1000  time [yr]: 122.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 613/1000  time [yr]: 122.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 614/1000  time [yr]: 122.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 615/1000  time [yr]: 123.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 616/1000  time [yr]: 123.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 617/1000  time [yr]: 123.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 618/1000  time [yr]: 123.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 619/1000  time [yr]: 123.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 620/1000  time [yr]: 124.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 621/1000  time [yr]: 124.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 622/1000  time [yr]: 124.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 623/1000  time [yr]: 124.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 624/1000  time [yr]: 124.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 625/1000  time [yr]: 125.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 626/1000  time [yr]: 125.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 627/1000  time [yr]: 125.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 628/1000  time [yr]: 125.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 629/1000  time [yr]: 125.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 630/1000  time [yr]: 126.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 631/1000  time [yr]: 126.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 632/1000  time [yr]: 126.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 633/1000  time [yr]: 126.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 634/1000  time [yr]: 126.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 635/1000  time [yr]: 127.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 636/1000  time [yr]: 127.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 637/1000  time [yr]: 127.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 638/1000  time [yr]: 127.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 639/1000  time [yr]: 127.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 640/1000  time [yr]: 128.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 641/1000  time [yr]: 128.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 642/1000  time [yr]: 128.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 643/1000  time [yr]: 128.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 644/1000  time [yr]: 128.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 645/1000  time [yr]: 129.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 646/1000  time [yr]: 129.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 647/1000  time [yr]: 129.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 648/1000  time [yr]: 129.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 649/1000  time [yr]: 129.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 650/1000  time [yr]: 130.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 651/1000  time [yr]: 130.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 652/1000  time [yr]: 130.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 653/1000  time [yr]: 130.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 654/1000  time [yr]: 130.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 655/1000  time [yr]: 131.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 656/1000  time [yr]: 131.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 657/1000  time [yr]: 131.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 658/1000  time [yr]: 131.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 659/1000  time [yr]: 131.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 660/1000  time [yr]: 132.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 661/1000  time [yr]: 132.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 662/1000  time [yr]: 132.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 663/1000  time [yr]: 132.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 664/1000  time [yr]: 132.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 665/1000  time [yr]: 133.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 666/1000  time [yr]: 133.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 667/1000  time [yr]: 133.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 668/1000  time [yr]: 133.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 669/1000  time [yr]: 133.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 670/1000  time [yr]: 134.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 671/1000  time [yr]: 134.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 672/1000  time [yr]: 134.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 673/1000  time [yr]: 134.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 674/1000  time [yr]: 134.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 675/1000  time [yr]: 135.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 676/1000  time [yr]: 135.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 677/1000  time [yr]: 135.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 678/1000  time [yr]: 135.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 679/1000  time [yr]: 135.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 680/1000  time [yr]: 136.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 681/1000  time [yr]: 136.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 682/1000  time [yr]: 136.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 683/1000  time [yr]: 136.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 684/1000  time [yr]: 136.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 685/1000  time [yr]: 137.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 686/1000  time [yr]: 137.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 687/1000  time [yr]: 137.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 688/1000  time [yr]: 137.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 689/1000  time [yr]: 137.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 690/1000  time [yr]: 138.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 691/1000  time [yr]: 138.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 692/1000  time [yr]: 138.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 693/1000  time [yr]: 138.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 694/1000  time [yr]: 138.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 695/1000  time [yr]: 139.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 696/1000  time [yr]: 139.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 697/1000  time [yr]: 139.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 698/1000  time [yr]: 139.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 699/1000  time [yr]: 139.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 700/1000  time [yr]: 140.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 701/1000  time [yr]: 140.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 702/1000  time [yr]: 140.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 703/1000  time [yr]: 140.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 704/1000  time [yr]: 140.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 705/1000  time [yr]: 141.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 706/1000  time [yr]: 141.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 707/1000  time [yr]: 141.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 708/1000  time [yr]: 141.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 709/1000  time [yr]: 141.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 710/1000  time [yr]: 142.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 711/1000  time [yr]: 142.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 712/1000  time [yr]: 142.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 713/1000  time [yr]: 142.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 714/1000  time [yr]: 142.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 715/1000  time [yr]: 143.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 716/1000  time [yr]: 143.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 717/1000  time [yr]: 143.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 718/1000  time [yr]: 143.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 719/1000  time [yr]: 143.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 720/1000  time [yr]: 144.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 721/1000  time [yr]: 144.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 722/1000  time [yr]: 144.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 723/1000  time [yr]: 144.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 724/1000  time [yr]: 144.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 725/1000  time [yr]: 145.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 726/1000  time [yr]: 145.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 727/1000  time [yr]: 145.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 728/1000  time [yr]: 145.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 729/1000  time [yr]: 145.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 730/1000  time [yr]: 146.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 731/1000  time [yr]: 146.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 732/1000  time [yr]: 146.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 733/1000  time [yr]: 146.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 734/1000  time [yr]: 146.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 735/1000  time [yr]: 147.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 736/1000  time [yr]: 147.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 737/1000  time [yr]: 147.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 738/1000  time [yr]: 147.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 739/1000  time [yr]: 147.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 740/1000  time [yr]: 148.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 741/1000  time [yr]: 148.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 742/1000  time [yr]: 148.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 743/1000  time [yr]: 148.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 744/1000  time [yr]: 148.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 745/1000  time [yr]: 149.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 746/1000  time [yr]: 149.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 747/1000  time [yr]: 149.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 748/1000  time [yr]: 149.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 749/1000  time [yr]: 149.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 750/1000  time [yr]: 150.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 751/1000  time [yr]: 150.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 752/1000  time [yr]: 150.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 753/1000  time [yr]: 150.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 754/1000  time [yr]: 150.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 755/1000  time [yr]: 151.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 756/1000  time [yr]: 151.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 757/1000  time [yr]: 151.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 758/1000  time [yr]: 151.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 759/1000  time [yr]: 151.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 760/1000  time [yr]: 152.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 761/1000  time [yr]: 152.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 762/1000  time [yr]: 152.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 763/1000  time [yr]: 152.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 764/1000  time [yr]: 152.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 765/1000  time [yr]: 153.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 766/1000  time [yr]: 153.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 767/1000  time [yr]: 153.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 768/1000  time [yr]: 153.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 769/1000  time [yr]: 153.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 770/1000  time [yr]: 154.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 771/1000  time [yr]: 154.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 772/1000  time [yr]: 154.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 773/1000  time [yr]: 154.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 774/1000  time [yr]: 154.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 775/1000  time [yr]: 155.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 776/1000  time [yr]: 155.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 777/1000  time [yr]: 155.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 778/1000  time [yr]: 155.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 779/1000  time [yr]: 155.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 780/1000  time [yr]: 156.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 781/1000  time [yr]: 156.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 782/1000  time [yr]: 156.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 783/1000  time [yr]: 156.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 784/1000  time [yr]: 156.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 785/1000  time [yr]: 157.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 786/1000  time [yr]: 157.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 787/1000  time [yr]: 157.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 788/1000  time [yr]: 157.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 789/1000  time [yr]: 157.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 790/1000  time [yr]: 158.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 791/1000  time [yr]: 158.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 792/1000  time [yr]: 158.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 793/1000  time [yr]: 158.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 794/1000  time [yr]: 158.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 795/1000  time [yr]: 159.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 796/1000  time [yr]: 159.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 797/1000  time [yr]: 159.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 798/1000  time [yr]: 159.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 799/1000  time [yr]: 159.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 800/1000  time [yr]: 160.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 801/1000  time [yr]: 160.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 802/1000  time [yr]: 160.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 803/1000  time [yr]: 160.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 804/1000  time [yr]: 160.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 805/1000  time [yr]: 161.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 806/1000  time [yr]: 161.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 807/1000  time [yr]: 161.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 808/1000  time [yr]: 161.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 809/1000  time [yr]: 161.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 810/1000  time [yr]: 162.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 811/1000  time [yr]: 162.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 812/1000  time [yr]: 162.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 813/1000  time [yr]: 162.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 814/1000  time [yr]: 162.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 815/1000  time [yr]: 163.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 816/1000  time [yr]: 163.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 817/1000  time [yr]: 163.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 818/1000  time [yr]: 163.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 819/1000  time [yr]: 163.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 820/1000  time [yr]: 164.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 821/1000  time [yr]: 164.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 822/1000  time [yr]: 164.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 823/1000  time [yr]: 164.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 824/1000  time [yr]: 164.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 825/1000  time [yr]: 165.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 826/1000  time [yr]: 165.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 827/1000  time [yr]: 165.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 828/1000  time [yr]: 165.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 829/1000  time [yr]: 165.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 830/1000  time [yr]: 166.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 831/1000  time [yr]: 166.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 832/1000  time [yr]: 166.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 833/1000  time [yr]: 166.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 834/1000  time [yr]: 166.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 835/1000  time [yr]: 167.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 836/1000  time [yr]: 167.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 837/1000  time [yr]: 167.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 838/1000  time [yr]: 167.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 839/1000  time [yr]: 167.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 840/1000  time [yr]: 168.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 841/1000  time [yr]: 168.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 842/1000  time [yr]: 168.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 843/1000  time [yr]: 168.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 844/1000  time [yr]: 168.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 845/1000  time [yr]: 169.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 846/1000  time [yr]: 169.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 847/1000  time [yr]: 169.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 848/1000  time [yr]: 169.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 849/1000  time [yr]: 169.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 850/1000  time [yr]: 170.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 851/1000  time [yr]: 170.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 852/1000  time [yr]: 170.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 853/1000  time [yr]: 170.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 854/1000  time [yr]: 170.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 855/1000  time [yr]: 171.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 856/1000  time [yr]: 171.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 857/1000  time [yr]: 171.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 858/1000  time [yr]: 171.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 859/1000  time [yr]: 171.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 860/1000  time [yr]: 172.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 861/1000  time [yr]: 172.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 862/1000  time [yr]: 172.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 863/1000  time [yr]: 172.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 864/1000  time [yr]: 172.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 865/1000  time [yr]: 173.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 866/1000  time [yr]: 173.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 867/1000  time [yr]: 173.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 868/1000  time [yr]: 173.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 869/1000  time [yr]: 173.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 870/1000  time [yr]: 174.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 871/1000  time [yr]: 174.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 872/1000  time [yr]: 174.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 873/1000  time [yr]: 174.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 874/1000  time [yr]: 174.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 875/1000  time [yr]: 175.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 876/1000  time [yr]: 175.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 877/1000  time [yr]: 175.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 878/1000  time [yr]: 175.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 879/1000  time [yr]: 175.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 880/1000  time [yr]: 176.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 881/1000  time [yr]: 176.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 882/1000  time [yr]: 176.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 883/1000  time [yr]: 176.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 884/1000  time [yr]: 176.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 885/1000  time [yr]: 177.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 886/1000  time [yr]: 177.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 887/1000  time [yr]: 177.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 888/1000  time [yr]: 177.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 889/1000  time [yr]: 177.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 890/1000  time [yr]: 178.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 891/1000  time [yr]: 178.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 892/1000  time [yr]: 178.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 893/1000  time [yr]: 178.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 894/1000  time [yr]: 178.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 895/1000  time [yr]: 179.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 896/1000  time [yr]: 179.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 897/1000  time [yr]: 179.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 898/1000  time [yr]: 179.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 899/1000  time [yr]: 179.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 900/1000  time [yr]: 180.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 901/1000  time [yr]: 180.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 902/1000  time [yr]: 180.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 903/1000  time [yr]: 180.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 904/1000  time [yr]: 180.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 905/1000  time [yr]: 181.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 906/1000  time [yr]: 181.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 907/1000  time [yr]: 181.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 908/1000  time [yr]: 181.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 909/1000  time [yr]: 181.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 910/1000  time [yr]: 182.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 911/1000  time [yr]: 182.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 912/1000  time [yr]: 182.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 913/1000  time [yr]: 182.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 914/1000  time [yr]: 182.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 915/1000  time [yr]: 183.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 916/1000  time [yr]: 183.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 917/1000  time [yr]: 183.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 918/1000  time [yr]: 183.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 919/1000  time [yr]: 183.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 920/1000  time [yr]: 184.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 921/1000  time [yr]: 184.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 922/1000  time [yr]: 184.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 923/1000  time [yr]: 184.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 924/1000  time [yr]: 184.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 925/1000  time [yr]: 185.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 926/1000  time [yr]: 185.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 927/1000  time [yr]: 185.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 928/1000  time [yr]: 185.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 929/1000  time [yr]: 185.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 930/1000  time [yr]: 186.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 931/1000  time [yr]: 186.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 932/1000  time [yr]: 186.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 933/1000  time [yr]: 186.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 934/1000  time [yr]: 186.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 935/1000  time [yr]: 187.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 936/1000  time [yr]: 187.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 937/1000  time [yr]: 187.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 938/1000  time [yr]: 187.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 939/1000  time [yr]: 187.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 940/1000  time [yr]: 188.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 941/1000  time [yr]: 188.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 942/1000  time [yr]: 188.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 943/1000  time [yr]: 188.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 944/1000  time [yr]: 188.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 945/1000  time [yr]: 189.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 946/1000  time [yr]: 189.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 947/1000  time [yr]: 189.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 948/1000  time [yr]: 189.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 949/1000  time [yr]: 189.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 950/1000  time [yr]: 190.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 951/1000  time [yr]: 190.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 952/1000  time [yr]: 190.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 953/1000  time [yr]: 190.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 954/1000  time [yr]: 190.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 955/1000  time [yr]: 191.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 956/1000  time [yr]: 191.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 957/1000  time [yr]: 191.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 958/1000  time [yr]: 191.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 959/1000  time [yr]: 191.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 960/1000  time [yr]: 192.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 961/1000  time [yr]: 192.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 962/1000  time [yr]: 192.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 963/1000  time [yr]: 192.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 964/1000  time [yr]: 192.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 965/1000  time [yr]: 193.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 966/1000  time [yr]: 193.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 967/1000  time [yr]: 193.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 968/1000  time [yr]: 193.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 969/1000  time [yr]: 193.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 970/1000  time [yr]: 194.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 971/1000  time [yr]: 194.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 972/1000  time [yr]: 194.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 973/1000  time [yr]: 194.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 974/1000  time [yr]: 194.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 975/1000  time [yr]: 195.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 976/1000  time [yr]: 195.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 977/1000  time [yr]: 195.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 978/1000  time [yr]: 195.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 979/1000  time [yr]: 195.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 980/1000  time [yr]: 196.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 981/1000  time [yr]: 196.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 982/1000  time [yr]: 196.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 983/1000  time [yr]: 196.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 984/1000  time [yr]: 196.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 985/1000  time [yr]: 197.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 986/1000  time [yr]: 197.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 987/1000  time [yr]: 197.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 988/1000  time [yr]: 197.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 989/1000  time [yr]: 197.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 990/1000  time [yr]: 198.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 991/1000  time [yr]: 198.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 992/1000  time [yr]: 198.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 993/1000  time [yr]: 198.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 994/1000  time [yr]: 198.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 995/1000  time [yr]: 199.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 996/1000  time [yr]: 199.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 997/1000  time [yr]: 199.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 998/1000  time [yr]: 199.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 999/1000  time [yr]: 199.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 1000/1000  time [yr]: 200.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.17554
   Total Core solution elapsed time:       684.283
   Linear solver elapsed time:             425.335 (62%)

   Total elapsed time: 0 hrs 11 min 24 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Greenland 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 6345
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     59172.79  |       7092.887      52079.9 6.085212e-32
 x =         1 | f(x) =     50954.87  |       3600.244     47354.58   0.04587451
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     50953.45  |       3598.809      47354.6   0.04587451
 x =         1 | f(x) =     44978.74  |       2137.679     42840.82    0.2370654
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44987.02  |       2146.197     42840.58    0.2370654
 x =         1 | f(x) =      44425.8  |       2044.873     42380.66    0.2722667
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44432.36  |       2051.851     42380.24    0.2722667
 x =         1 | f(x) =     42775.97  |       1747.394     41028.16    0.4148691
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     42783.98  |       1756.726     41026.84    0.4148691
 x =         1 | f(x) =      41876.1  |       1659.336     40216.23    0.5302616
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41885.98  |       1670.347      40215.1    0.5302616
 x =         1 | f(x) =     40869.39  |       1561.173     39307.52    0.6932322
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     40870.91  |       1563.273     39306.95    0.6932322
 x =         1 | f(x) =     39697.76  |       1338.256     38358.58    0.9236775
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39697.43  |       1338.655     38357.85    0.9236775
 x =         1 | f(x) =     39040.22  |       1208.675     37830.47     1.071791
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39039.49  |       1208.558     37829.86     1.071791
 x =         1 | f(x) =     38556.09  |       1126.764     37428.13     1.191478
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38552.98  |       1124.507     37427.28     1.191478
 x =         1 | f(x) =     38121.56  |       1092.495     37027.74       1.3288
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38122.77  |       1094.958     37026.49       1.3288
 x =         1 | f(x) =     37729.41  |       1149.628     36578.29     1.493932
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37740.46  |       1159.142     36579.82     1.493932
 x =         1 | f(x) =     37487.92  |       1087.186     36399.14     1.592633
 x =  0.381966 | f(x) =     37611.19  |       1112.303     36497.36     1.529775
 x =  0.618034 | f(x) =      37561.1  |       1101.089     36458.46      1.55338
 x =  0.763932 | f(x) =     37530.94  |       1093.798     36435.58     1.568476
 x =  0.854102 | f(x) =     37512.65  |       1089.499     36421.58     1.577683
 x =   0.90983 | f(x) =     37501.45  |       1086.979     36412.88     1.583344
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37484.86  |       1084.592     36398.67     1.592633
 x =         1 | f(x) =     37022.46  |       1018.285     36002.41     1.768007
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      37030.9  |       1026.085     36003.05     1.768007
 x =         1 | f(x) =     36814.89  |       1058.135      35754.9     1.859438
 x =  0.381966 | f(x) =     36898.13  |       989.5907     35906.74     1.799676
 x =  0.618034 | f(x) =     36853.98  |       1003.884     35848.28     1.821225
 x =  0.763932 | f(x) =     36838.62  |       1025.038     35811.75     1.835325
 x =  0.937069 | f(x) =     36824.08  |       1052.478     35769.75     1.852853
 x =  0.870937 | f(x) =     36839.21  |       1051.966      35785.4     1.846056
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      36824.8  |       1068.389     35754.55     1.859438
 x =         1 | f(x) =     36559.07  |       954.0377     35603.09     1.936544
 x =  0.381966 | f(x) =      36711.5  |       1017.403     35692.21     1.887487
 x =  0.618034 | f(x) =     36653.71  |       995.7569     35656.05     1.905392
 x =  0.763932 | f(x) =     36614.76  |       978.0481      35634.8     1.916939
 x =  0.854102 | f(x) =     36589.85  |       965.9689     35621.95      1.92432
 x =   0.90983 | f(x) =     36574.06  |       958.1749     35613.95     1.928974
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36552.27  |       948.6767     35601.65     1.936544
 x =         1 | f(x) =     36368.74  |       909.4905     35457.24     2.009954
 x =  0.381966 | f(x) =     36450.66  |       912.2196     35536.48     1.964688
 x =  0.618034 | f(x) =     36415.28  |       905.8741     35507.42     1.981913
 x =  0.763932 | f(x) =     36394.68  |       904.2792     35488.41     1.992565
 x =  0.854102 | f(x) =     36384.31  |       906.0028     35476.31     1.999281
 x =   0.90983 | f(x) =     36379.73  |       908.9319     35468.79     2.003357
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36373.34  |       914.7542     35456.58     2.009954
 x =         1 | f(x) =     36229.12  |       957.6674     35269.34     2.111313
 x =  0.381966 | f(x) =     36289.06  |       905.1848     35381.82     2.046875
 x =  0.618034 | f(x) =     36257.86  |       916.5034     35339.28     2.070593
 x =  0.763932 | f(x) =     36247.49  |       932.6872     35312.72     2.085785
 x =  0.913021 | f(x) =     36239.38  |       951.6387     35285.64     2.101794
 x =  0.856074 | f(x) =     36249.62  |        951.977     35295.55     2.095621
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36238.23  |       966.1893     35269.93     2.111313
 x =         1 | f(x) =     36005.81  |        893.306     35110.31      2.18899
 x =  0.381966 | f(x) =     36142.54  |       929.6447     35210.76     2.139784
 x =  0.618034 | f(x) =     36093.23  |       916.1558     35174.92     2.158128
 x =  0.763932 | f(x) =     36058.58  |       905.5225     35150.89      2.16975
 x =  0.854102 | f(x) =      36036.9  |       898.7214        35136     2.177043
 x =   0.90983 | f(x) =     36023.73  |       894.6151     35126.93      2.18159
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36005.22  |       890.2107     35112.82      2.18899
 x =         1 | f(x) =     35868.42  |       869.9581     34996.18     2.287732
 x =  0.381966 | f(x) =     35911.39  |       860.1821     35048.98     2.225541
 x =  0.618034 | f(x) =     35893.04  |       858.0691     35032.72     2.249067
 x =  0.763932 | f(x) =     35881.94  |       859.7353     35019.94     2.263658
 x =  0.854102 | f(x) =     35877.04  |        863.763     35011.01     2.272799
 x =   0.90983 | f(x) =     35875.47  |       868.0771     35005.11     2.278502
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35873.35  |       875.6681      34995.4     2.287732
 x =         1 | f(x) =     35723.35  |       910.5513     34810.43     2.374027
 x =  0.381966 | f(x) =     35789.66  |       860.5594     34926.79     2.319061
 x =  0.618034 | f(x) =     35757.04  |        868.789     34885.91     2.339232
 x =  0.763932 | f(x) =     35744.03  |       883.7317     34857.95     2.352231
 x =  0.854102 | f(x) =     35739.94  |       897.5494     34840.03     2.360435
 x =  0.930997 | f(x) =     35737.52  |         910.28     34824.87     2.367548
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35735.84  |       922.2347     34811.23     2.374027
 x =         1 | f(x) =     35602.51  |       870.7784      34729.3     2.423398
 x =  0.381966 | f(x) =     35668.82  |       880.0971     34786.33     2.391628
 x =  0.618034 | f(x) =      35644.9  |       872.7159     34769.79     2.403223
 x =  0.763932 | f(x) =     35629.08  |       870.0702      34756.6     2.410606
 x =  0.854102 | f(x) =     35618.25  |       868.4465     34747.39     2.415368
 x =   0.90983 | f(x) =     35610.89  |       867.4925     34740.98     2.418388
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35599.85  |       867.5045     34729.92     2.423398
 x =         1 | f(x) =     35435.33  |       841.7746     34591.04     2.515761
 x =  0.381966 | f(x) =     35503.09  |         830.83      34669.8     2.457304
 x =  0.618034 | f(x) =     35463.09  |       825.8312     34634.77     2.479098
 x =  0.763932 | f(x) =     35440.81  |       828.0732     34610.24     2.492898
 x =  0.854102 | f(x) =     35432.56  |       834.5397     34595.51     2.501553
 x =   0.90983 | f(x) =     35438.35  |       841.9242     34593.91      2.50695
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35439.26  |       840.4865     34596.27     2.501553
 x =         1 | f(x) =     35377.76  |       827.9224     34547.29      2.55107
 x =  0.381966 | f(x) =     35416.76  |       819.8319     34594.41     2.518729
 x =  0.618034 | f(x) =     35399.79  |       819.4099     34577.85     2.530419
 x =  0.763932 | f(x) =      35393.8  |       822.2266     34569.04     2.538053
 x =  0.944312 | f(x) =     35386.99  |       828.3334      34556.1     2.547926
 x =  0.875413 | f(x) =     35393.31  |       829.0398     34561.73     2.544098
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35389.05  |       833.3282     34553.17      2.55107
 x =         1 | f(x) =     35252.08  |       814.3329     34435.09     2.649675
 x =  0.381966 | f(x) =     35317.08  |        812.978     34501.52     2.588143
 x =  0.618034 | f(x) =     35288.37  |       809.7173     34476.04     2.611631
 x =  0.763932 | f(x) =     35271.33  |       809.3561     34459.34     2.626304
 x =  0.854102 | f(x) =     35263.63  |       811.1878     34449.81     2.635229
 x =   0.90983 | f(x) =     35260.58  |       813.8445     34444.09     2.640723
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35256.61  |       818.8749     34435.09     2.649675
 x =         1 | f(x) =     35162.53  |       858.2921      34301.5     2.735676
 x =  0.381966 | f(x) =     35180.62  |       812.9345     34365.01     2.680864
 x =  0.618034 | f(x) =     35153.13  |        821.969     34328.46     2.701321
 x =  0.763932 | f(x) =      35158.4  |       837.0539     34318.64     2.714145
 x =  0.645763 | f(x) =     35167.63  |       833.3939     34331.53     2.703727
 x =  0.527864 | f(x) =     35170.22  |       824.2447     34343.28     2.693582
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35160.91  |       827.0909     34331.12     2.701321
 x =         1 | f(x) =     35121.46  |       799.6834     34319.05     2.727668
 x =  0.381966 | f(x) =     35148.31  |       811.7236     34333.88     2.710517
 x =  0.618034 | f(x) =     35139.87  |       807.5895     34329.56     2.716726
 x =  0.763932 | f(x) =     35133.07  |       803.7524     34326.59     2.720775
 x =  0.854102 | f(x) =     35127.96  |       801.0172     34324.22     2.723358
 x =   0.90983 | f(x) =     35124.32  |        799.211     34322.38     2.724985
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35118.96  |       797.3028     34318.93     2.727668
 x =         1 | f(x) =     34992.01  |       809.2473     34179.93     2.832747
 x =  0.381966 | f(x) =     35054.02  |       790.9422     34260.32     2.766225
 x =  0.618034 | f(x) =     35029.18  |       793.4468     34232.94     2.790928
 x =  0.763932 | f(x) =      35015.1  |       799.2229     34213.07     2.806632
 x =  0.854102 | f(x) =     35009.09  |       806.1056     34200.17     2.816504
 x =   0.90983 | f(x) =     35007.39  |       812.5979     34191.96     2.822669
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35004.32  |       822.0412     34179.45     2.832747
 x =         1 | f(x) =     34934.87  |       806.5675     34125.43      2.86951
 x =  0.381966 | f(x) =     34947.17  |       786.7796     34157.55     2.846468
 x =  0.618034 | f(x) =     34937.13  |       788.8929     34145.39     2.855044
 x =  0.763932 | f(x) =     34935.71  |       795.0418     34137.81     2.860453
 x =   0.74801 | f(x) =     34937.94  |       796.5463     34138.54     2.859858
 x =  0.854102 | f(x) =     34938.58  |       802.5728     34133.14     2.863859
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      34941.3  |        812.768     34125.66      2.86951
 x =         1 | f(x) =     34824.78  |       779.5761     34042.27     2.935694
 x =  0.381966 | f(x) =     34880.03  |       788.1487     34088.99     2.894436
 x =  0.618034 | f(x) =      34858.6  |       784.1174     34071.58     2.910017
 x =  0.763932 | f(x) =     34843.89  |       780.8717     34060.09       2.9198
 x =  0.854102 | f(x) =     34835.33  |       779.3895     34053.01     2.925893
 x =   0.90983 | f(x) =     34830.74  |       779.0446     34048.77      2.92962
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34824.91  |       779.6846     34042.29     2.935694
 x =         1 | f(x) =     34721.73  |       773.8231      33944.9      3.01281
 x =  0.381966 | f(x) =     34777.78  |        771.994     34002.82     2.964709
 x =  0.618034 | f(x) =     34756.76  |        772.522     33981.26      2.98308
 x =  0.763932 | f(x) =     34743.45  |         772.81     33967.65     2.994362
 x =  0.854102 | f(x) =     34735.33  |        773.207     33959.12     3.001401
 x =   0.90983 | f(x) =     34730.47  |       773.6088     33953.85     3.005762
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.275796
   Total Core solution elapsed time:       123.8  
   Linear solver elapsed time:             58.8024 (47%)

   Total elapsed time: 0 hrs 2 min 4 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   41.3709 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        63.1693 &gt; 10 %
   Convergence criterion: max(du)                 0.000157033
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54074e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.67351 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.15748 &lt; 10 %
   Convergence criterion: max(du)                 8.86618e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64147e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.10917 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.86496 &lt; 10 %
   Convergence criterion: max(du)                 5.14917e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73417e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.445159 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.23492 &lt; 10 %
   Convergence criterion: max(du)                 2.12086e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92298e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.399759 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.1948 &gt; 10 %
   Convergence criterion: max(du)                 3.38382e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40223e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111051 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.36483 &lt; 10 %
   Convergence criterion: max(du)                 9.83429e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.14969e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61435e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.271724 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.1919 &gt; 10 %
   Convergence criterion: max(du)                 3.27294e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65874e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0760399 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.8671 &lt; 10 %
   Convergence criterion: max(du)                 1.51082e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04047e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58073e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.213591 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.878 &gt; 10 %
   Convergence criterion: max(du)                 4.34466e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56764e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.061585 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.90586 &lt; 10 %
   Convergence criterion: max(du)                 2.25839e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02224e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.17981 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.2233 &gt; 10 %
   Convergence criterion: max(du)                 4.70969e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54155e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519115 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.45845 &lt; 10 %
   Convergence criterion: max(du)                 2.79455e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87516e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48413e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.158264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.387 &gt; 10 %
   Convergence criterion: max(du)                 4.73371e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60601e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0451186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.99321 &lt; 10 %
   Convergence criterion: max(du)                 2.80974e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02208e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41194e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.143012 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.5021 &lt; 10 %
   Convergence criterion: max(du)                 4.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.153015 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.82694 &lt; 10 %
   Convergence criterion: max(du)                 4.16497e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83923e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47723e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.148855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.42598 &lt; 10 %
   Convergence criterion: max(du)                 3.71475e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89397e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59661e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.14179 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.02041 &lt; 10 %
   Convergence criterion: max(du)                 3.04603e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57608e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.135019 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.86373 &lt; 10 %
   Convergence criterion: max(du)                 2.37104e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.24311e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64015e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129411 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.00071 &lt; 10 %
   Convergence criterion: max(du)                 1.79943e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69834e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4696e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124912 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.38988 &lt; 10 %
   Convergence criterion: max(du)                 1.36478e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90083e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61939e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121222 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.96582 &lt; 10 %
   Convergence criterion: max(du)                 1.05699e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89583e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72078e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.118073 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.66969 &lt; 10 %
   Convergence criterion: max(du)                 9.13358e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82196e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71344e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.115284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.45702 &lt; 10 %
   Convergence criterion: max(du)                 8.1737e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45359e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.112745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.29695 &lt; 10 %
   Convergence criterion: max(du)                 7.3362e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85221e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41835e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.110393 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.17078 &lt; 10 %
   Convergence criterion: max(du)                 6.60728e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86174e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60941e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.06713 &lt; 10 %
   Convergence criterion: max(du)                 5.97276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.82328e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106124 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.979223 &lt; 10 %
   Convergence criterion: max(du)                 5.42073e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93123e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.903138 &lt; 10 %
   Convergence criterion: max(du)                 4.94323e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86669e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66663e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102305 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.83633 &lt; 10 %
   Convergence criterion: max(du)                 4.52668e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04467e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6137e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100537 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.777495 &lt; 10 %
   Convergence criterion: max(du)                 4.16577e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03421e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.725705 &lt; 10 %
   Convergence criterion: max(du)                 3.8535e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39915e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09726 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.680786 &lt; 10 %
   Convergence criterion: max(du)                 3.58314e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7877e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54747e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0957356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.641511 &lt; 10 %
   Convergence criterion: max(du)                 3.34844e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85572e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51013e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0942813 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606844 &lt; 10 %
   Convergence criterion: max(du)                 3.14377e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52766e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0928908 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.576072 &lt; 10 %
   Convergence criterion: max(du)                 2.96418e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.97529e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45777e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0915596 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.54863 &lt; 10 %
   Convergence criterion: max(du)                 2.80541e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77503e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53594e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0902827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.52399 &lt; 10 %
   Convergence criterion: max(du)                 2.66383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07061e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62191e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0890553 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.501679 &lt; 10 %
   Convergence criterion: max(du)                 2.53644e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51329e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.481525 &lt; 10 %
   Convergence criterion: max(du)                 2.42276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70603e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47151e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.086737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.462913 &lt; 10 %
   Convergence criterion: max(du)                 2.3173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83672e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59169e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0856396 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445738 &lt; 10 %
   Convergence criterion: max(du)                 2.21987e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85314e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48721e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0845798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.429889 &lt; 10 %
   Convergence criterion: max(du)                 2.12971e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73362e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0835546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.41521 &lt; 10 %
   Convergence criterion: max(du)                 2.04545e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65053e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0825623 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.401608 &lt; 10 %
   Convergence criterion: max(du)                 1.96617e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69354e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48416e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0816006 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.388936 &lt; 10 %
   Convergence criterion: max(du)                 1.89116e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87823e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.55541e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0806678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.37712 &lt; 10 %
   Convergence criterion: max(du)                 1.81994e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53146e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0797625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.366044 &lt; 10 %
   Convergence criterion: max(du)                 1.7521e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66292e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0788836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.355641 &lt; 10 %
   Convergence criterion: max(du)                 1.68725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89769e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.42994e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0780298 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.345811 &lt; 10 %
   Convergence criterion: max(du)                 1.62529e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.36403e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0772002 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.336513 &lt; 10 %
   Convergence criterion: max(du)                 1.56611e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98366e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64983e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763939 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327693 &lt; 10 %
   Convergence criterion: max(du)                 1.50945e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60882e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51611e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756098 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.319304 &lt; 10 %
   Convergence criterion: max(du)                 1.45514e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98164e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59519e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0748473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.311274 &lt; 10 %
   Convergence criterion: max(du)                 1.40306e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.338e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0741053 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.303625 &lt; 10 %
   Convergence criterion: max(du)                 1.37128e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57357e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4517e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296275 &lt; 10 %
   Convergence criterion: max(du)                 1.34222e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53631e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71756e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0726804 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.289269 &lt; 10 %
   Convergence criterion: max(du)                 1.31406e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85816e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40847e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0719965 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.282566 &lt; 10 %
   Convergence criterion: max(du)                 1.28675e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70925e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0713312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.276136 &lt; 10 %
   Convergence criterion: max(du)                 1.26026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89496e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74225e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706799 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.267376 &lt; 10 %
   Convergence criterion: max(du)                 1.21537e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81524e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45954e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0700461 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.258629 &lt; 10 %
   Convergence criterion: max(du)                 1.16725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71918e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35782e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0694296 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.250203 &lt; 10 %
   Convergence criterion: max(du)                 1.1193e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80264e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77411e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.06883 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.242144 &lt; 10 %
   Convergence criterion: max(du)                 1.07263e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89632e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54991e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0682467 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.234438 &lt; 10 %
   Convergence criterion: max(du)                 1.02752e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676788 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.227057 &lt; 10 %
   Convergence criterion: max(du)                 9.84042e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70437e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0671251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.219974 &lt; 10 %
   Convergence criterion: max(du)                 9.42131e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94681e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61982e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0665849 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.213149 &lt; 10 %
   Convergence criterion: max(du)                 9.01718e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.0384e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0660571 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.206599 &lt; 10 %
   Convergence criterion: max(du)                 8.62728e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99494e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72776e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0655406 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.200284 &lt; 10 %
   Convergence criterion: max(du)                 8.25088e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92209e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64557e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650342 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.19419 &lt; 10 %
   Convergence criterion: max(du)                 7.88735e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01675e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645371 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188276 &lt; 10 %
   Convergence criterion: max(du)                 7.53608e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98614e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.613e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0640485 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.182633 &lt; 10 %
   Convergence criterion: max(du)                 7.19654e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57876e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0635682 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.1772 &lt; 10 %
   Convergence criterion: max(du)                 6.86826e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5463e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063095 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171974 &lt; 10 %
   Convergence criterion: max(du)                 6.55077e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.978e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48646e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0626287 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166915 &lt; 10 %
   Convergence criterion: max(du)                 6.24368e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78948e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0621693 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162059 &lt; 10 %
   Convergence criterion: max(du)                 5.94659e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07237e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54936e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0617169 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157408 &lt; 10 %
   Convergence criterion: max(du)                 5.65917e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.2511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0612711 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.152934 &lt; 10 %
   Convergence criterion: max(du)                 5.38108e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67159e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49351e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.060832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.148619 &lt; 10 %
   Convergence criterion: max(du)                 5.11199e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59488e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603996 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.144488 &lt; 10 %
   Convergence criterion: max(du)                 4.85159e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85771e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67062e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0599737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.14053 &lt; 10 %
   Convergence criterion: max(du)                 4.59961e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76612e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0595549 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.136729 &lt; 10 %
   Convergence criterion: max(du)                 4.38177e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.38059e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0591428 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.133092 &lt; 10 %
   Convergence criterion: max(du)                 4.18997e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56193e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.46308e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0587375 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.129495 &lt; 10 %
   Convergence criterion: max(du)                 4.0049e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91831e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77953e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.058339 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.126137 &lt; 10 %
   Convergence criterion: max(du)                 3.82626e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52787e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0579473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.122972 &lt; 10 %
   Convergence criterion: max(du)                 3.65375e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74717e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0575625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.119974 &lt; 10 %
   Convergence criterion: max(du)                 3.48708e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56405e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0571843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.117109 &lt; 10 %
   Convergence criterion: max(du)                 3.32601e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01386e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65596e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0568134 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.114401 &lt; 10 %
   Convergence criterion: max(du)                 3.17027e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63967e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564484 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.111628 &lt; 10 %
   Convergence criterion: max(du)                 3.01962e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82424e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57108e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05609 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.109129 &lt; 10 %
   Convergence criterion: max(du)                 2.87383e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9076e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0557383 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.10687 &lt; 10 %
   Convergence criterion: max(du)                 2.7327e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79534e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50547e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0553924 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.104766 &lt; 10 %
   Convergence criterion: max(du)                 2.596e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77735e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68857e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0550528 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.102802 &lt; 10 %
   Convergence criterion: max(du)                 2.46354e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.23331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64671e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.100569 &lt; 10 %
   Convergence criterion: max(du)                 2.33515e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77702e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56781e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0543917 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0987595 &lt; 10 %
   Convergence criterion: max(du)                 2.21062e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.16604e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5597e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0540703 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0967654 &lt; 10 %
   Convergence criterion: max(du)                 2.08981e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40612e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0537546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0952125 &lt; 10 %
   Convergence criterion: max(du)                 1.97254e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60537e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48079e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0534447 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0938137 &lt; 10 %
   Convergence criterion: max(du)                 1.85867e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08426e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39806e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0531379 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0925367 &lt; 10 %
   Convergence criterion: max(du)                 1.8332e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7587e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0528388 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0909618 &lt; 10 %
   Convergence criterion: max(du)                 1.90697e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61536e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70638e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0525455 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.089892 &lt; 10 %
   Convergence criterion: max(du)                 1.97945e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75037e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47143e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0522576 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0889269 &lt; 10 %
   Convergence criterion: max(du)                 2.0507e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79643e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519715 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0877022 &lt; 10 %
   Convergence criterion: max(du)                 2.12079e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44692e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0516925 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0868642 &lt; 10 %
   Convergence criterion: max(du)                 2.18977e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70826e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0514186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0861528 &lt; 10 %
   Convergence criterion: max(du)                 2.25769e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61527e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52567e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0511506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0853267 &lt; 10 %
   Convergence criterion: max(du)                 2.32459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.96726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74376e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0508878 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0848313 &lt; 10 %
   Convergence criterion: max(du)                 2.39052e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.311096
   Total Core solution elapsed time:       88.7811
   Linear solver elapsed time:             38.7464 (44%)

   Total elapsed time: 0 hrs 1 min 29 sec
loading results from cluster
   Step 5: Plotting
   Step 6: Extract Box SMB
   Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/1000  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/1000  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 3/1000  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 4/1000  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 5/1000  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/1000  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 7/1000  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 8/1000  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 9/1000  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 10/1000  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/1000  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 12/1000  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 13/1000  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 14/1000  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 15/1000  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/1000  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 17/1000  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 18/1000  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 19/1000  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 20/1000  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/1000  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 22/1000  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 23/1000  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 24/1000  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 25/1000  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/1000  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 27/1000  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 28/1000  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 29/1000  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 30/1000  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/1000  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 32/1000  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 33/1000  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 34/1000  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 35/1000  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/1000  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 37/1000  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 38/1000  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 39/1000  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 40/1000  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/1000  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 42/1000  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 43/1000  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 44/1000  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 45/1000  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/1000  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 47/1000  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 48/1000  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 49/1000  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 50/1000  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/1000  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 52/1000  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 53/1000  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 54/1000  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 55/1000  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/1000  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 57/1000  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 58/1000  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 59/1000  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 60/1000  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/1000  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 62/1000  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 63/1000  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 64/1000  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 65/1000  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/1000  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 67/1000  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 68/1000  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 69/1000  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 70/1000  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/1000  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 72/1000  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 73/1000  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 74/1000  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 75/1000  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/1000  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 77/1000  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 78/1000  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 79/1000  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 80/1000  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/1000  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 82/1000  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 83/1000  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 84/1000  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 85/1000  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/1000  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 87/1000  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 88/1000  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 89/1000  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 90/1000  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/1000  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 92/1000  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 93/1000  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 94/1000  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 95/1000  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/1000  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 97/1000  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 98/1000  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 99/1000  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 100/1000  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 101/1000  time [yr]: 20.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 102/1000  time [yr]: 20.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 103/1000  time [yr]: 20.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 104/1000  time [yr]: 20.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 105/1000  time [yr]: 21.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 106/1000  time [yr]: 21.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 107/1000  time [yr]: 21.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 108/1000  time [yr]: 21.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 109/1000  time [yr]: 21.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 110/1000  time [yr]: 22.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 111/1000  time [yr]: 22.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 112/1000  time [yr]: 22.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 113/1000  time [yr]: 22.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 114/1000  time [yr]: 22.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 115/1000  time [yr]: 23.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 116/1000  time [yr]: 23.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 117/1000  time [yr]: 23.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 118/1000  time [yr]: 23.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 119/1000  time [yr]: 23.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 120/1000  time [yr]: 24.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 121/1000  time [yr]: 24.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 122/1000  time [yr]: 24.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 123/1000  time [yr]: 24.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 124/1000  time [yr]: 24.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 125/1000  time [yr]: 25.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 126/1000  time [yr]: 25.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 127/1000  time [yr]: 25.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 128/1000  time [yr]: 25.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 129/1000  time [yr]: 25.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 130/1000  time [yr]: 26.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 131/1000  time [yr]: 26.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 132/1000  time [yr]: 26.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 133/1000  time [yr]: 26.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 134/1000  time [yr]: 26.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 135/1000  time [yr]: 27.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 136/1000  time [yr]: 27.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 137/1000  time [yr]: 27.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 138/1000  time [yr]: 27.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 139/1000  time [yr]: 27.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 140/1000  time [yr]: 28.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 141/1000  time [yr]: 28.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 142/1000  time [yr]: 28.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 143/1000  time [yr]: 28.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 144/1000  time [yr]: 28.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 145/1000  time [yr]: 29.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 146/1000  time [yr]: 29.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 147/1000  time [yr]: 29.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 148/1000  time [yr]: 29.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 149/1000  time [yr]: 29.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 150/1000  time [yr]: 30.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 151/1000  time [yr]: 30.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 152/1000  time [yr]: 30.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 153/1000  time [yr]: 30.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 154/1000  time [yr]: 30.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 155/1000  time [yr]: 31.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 156/1000  time [yr]: 31.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 157/1000  time [yr]: 31.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 158/1000  time [yr]: 31.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 159/1000  time [yr]: 31.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 160/1000  time [yr]: 32.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 161/1000  time [yr]: 32.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 162/1000  time [yr]: 32.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 163/1000  time [yr]: 32.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 164/1000  time [yr]: 32.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 165/1000  time [yr]: 33.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 166/1000  time [yr]: 33.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 167/1000  time [yr]: 33.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 168/1000  time [yr]: 33.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 169/1000  time [yr]: 33.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 170/1000  time [yr]: 34.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 171/1000  time [yr]: 34.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 172/1000  time [yr]: 34.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 173/1000  time [yr]: 34.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 174/1000  time [yr]: 34.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 175/1000  time [yr]: 35.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 176/1000  time [yr]: 35.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 177/1000  time [yr]: 35.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 178/1000  time [yr]: 35.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 179/1000  time [yr]: 35.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 180/1000  time [yr]: 36.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 181/1000  time [yr]: 36.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 182/1000  time [yr]: 36.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 183/1000  time [yr]: 36.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 184/1000  time [yr]: 36.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 185/1000  time [yr]: 37.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 186/1000  time [yr]: 37.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 187/1000  time [yr]: 37.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 188/1000  time [yr]: 37.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 189/1000  time [yr]: 37.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 190/1000  time [yr]: 38.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 191/1000  time [yr]: 38.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 192/1000  time [yr]: 38.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 193/1000  time [yr]: 38.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 194/1000  time [yr]: 38.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 195/1000  time [yr]: 39.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 196/1000  time [yr]: 39.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 197/1000  time [yr]: 39.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 198/1000  time [yr]: 39.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 199/1000  time [yr]: 39.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 200/1000  time [yr]: 40.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 201/1000  time [yr]: 40.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 202/1000  time [yr]: 40.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 203/1000  time [yr]: 40.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 204/1000  time [yr]: 40.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 205/1000  time [yr]: 41.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 206/1000  time [yr]: 41.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 207/1000  time [yr]: 41.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 208/1000  time [yr]: 41.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 209/1000  time [yr]: 41.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 210/1000  time [yr]: 42.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 211/1000  time [yr]: 42.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 212/1000  time [yr]: 42.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 213/1000  time [yr]: 42.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 214/1000  time [yr]: 42.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 215/1000  time [yr]: 43.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 216/1000  time [yr]: 43.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 217/1000  time [yr]: 43.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 218/1000  time [yr]: 43.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 219/1000  time [yr]: 43.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 220/1000  time [yr]: 44.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 221/1000  time [yr]: 44.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 222/1000  time [yr]: 44.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 223/1000  time [yr]: 44.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 224/1000  time [yr]: 44.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 225/1000  time [yr]: 45.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 226/1000  time [yr]: 45.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 227/1000  time [yr]: 45.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 228/1000  time [yr]: 45.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 229/1000  time [yr]: 45.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 230/1000  time [yr]: 46.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 231/1000  time [yr]: 46.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 232/1000  time [yr]: 46.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 233/1000  time [yr]: 46.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 234/1000  time [yr]: 46.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 235/1000  time [yr]: 47.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 236/1000  time [yr]: 47.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 237/1000  time [yr]: 47.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 238/1000  time [yr]: 47.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 239/1000  time [yr]: 47.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 240/1000  time [yr]: 48.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 241/1000  time [yr]: 48.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 242/1000  time [yr]: 48.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 243/1000  time [yr]: 48.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 244/1000  time [yr]: 48.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 245/1000  time [yr]: 49.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 246/1000  time [yr]: 49.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 247/1000  time [yr]: 49.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 248/1000  time [yr]: 49.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 249/1000  time [yr]: 49.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 250/1000  time [yr]: 50.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 251/1000  time [yr]: 50.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 252/1000  time [yr]: 50.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 253/1000  time [yr]: 50.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 254/1000  time [yr]: 50.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 255/1000  time [yr]: 51.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 256/1000  time [yr]: 51.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 257/1000  time [yr]: 51.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 258/1000  time [yr]: 51.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 259/1000  time [yr]: 51.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 260/1000  time [yr]: 52.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 261/1000  time [yr]: 52.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 262/1000  time [yr]: 52.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 263/1000  time [yr]: 52.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 264/1000  time [yr]: 52.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 265/1000  time [yr]: 53.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 266/1000  time [yr]: 53.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 267/1000  time [yr]: 53.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 268/1000  time [yr]: 53.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 269/1000  time [yr]: 53.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 270/1000  time [yr]: 54.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 271/1000  time [yr]: 54.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 272/1000  time [yr]: 54.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 273/1000  time [yr]: 54.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 274/1000  time [yr]: 54.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 275/1000  time [yr]: 55.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 276/1000  time [yr]: 55.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 277/1000  time [yr]: 55.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 278/1000  time [yr]: 55.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 279/1000  time [yr]: 55.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 280/1000  time [yr]: 56.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 281/1000  time [yr]: 56.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 282/1000  time [yr]: 56.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 283/1000  time [yr]: 56.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 284/1000  time [yr]: 56.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 285/1000  time [yr]: 57.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 286/1000  time [yr]: 57.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 287/1000  time [yr]: 57.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 288/1000  time [yr]: 57.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 289/1000  time [yr]: 57.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 290/1000  time [yr]: 58.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 291/1000  time [yr]: 58.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 292/1000  time [yr]: 58.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 293/1000  time [yr]: 58.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 294/1000  time [yr]: 58.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 295/1000  time [yr]: 59.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 296/1000  time [yr]: 59.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 297/1000  time [yr]: 59.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 298/1000  time [yr]: 59.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 299/1000  time [yr]: 59.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 300/1000  time [yr]: 60.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 301/1000  time [yr]: 60.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 302/1000  time [yr]: 60.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 303/1000  time [yr]: 60.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 304/1000  time [yr]: 60.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 305/1000  time [yr]: 61.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 306/1000  time [yr]: 61.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 307/1000  time [yr]: 61.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 308/1000  time [yr]: 61.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 309/1000  time [yr]: 61.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 310/1000  time [yr]: 62.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 311/1000  time [yr]: 62.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 312/1000  time [yr]: 62.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 313/1000  time [yr]: 62.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 314/1000  time [yr]: 62.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 315/1000  time [yr]: 63.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 316/1000  time [yr]: 63.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 317/1000  time [yr]: 63.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 318/1000  time [yr]: 63.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 319/1000  time [yr]: 63.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 320/1000  time [yr]: 64.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 321/1000  time [yr]: 64.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 322/1000  time [yr]: 64.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 323/1000  time [yr]: 64.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 324/1000  time [yr]: 64.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 325/1000  time [yr]: 65.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 326/1000  time [yr]: 65.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 327/1000  time [yr]: 65.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 328/1000  time [yr]: 65.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 329/1000  time [yr]: 65.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 330/1000  time [yr]: 66.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 331/1000  time [yr]: 66.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 332/1000  time [yr]: 66.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 333/1000  time [yr]: 66.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 334/1000  time [yr]: 66.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 335/1000  time [yr]: 67.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 336/1000  time [yr]: 67.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 337/1000  time [yr]: 67.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 338/1000  time [yr]: 67.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 339/1000  time [yr]: 67.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 340/1000  time [yr]: 68.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 341/1000  time [yr]: 68.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 342/1000  time [yr]: 68.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 343/1000  time [yr]: 68.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 344/1000  time [yr]: 68.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 345/1000  time [yr]: 69.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 346/1000  time [yr]: 69.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 347/1000  time [yr]: 69.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 348/1000  time [yr]: 69.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 349/1000  time [yr]: 69.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 350/1000  time [yr]: 70.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 351/1000  time [yr]: 70.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 352/1000  time [yr]: 70.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 353/1000  time [yr]: 70.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 354/1000  time [yr]: 70.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 355/1000  time [yr]: 71.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 356/1000  time [yr]: 71.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 357/1000  time [yr]: 71.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 358/1000  time [yr]: 71.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 359/1000  time [yr]: 71.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 360/1000  time [yr]: 72.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 361/1000  time [yr]: 72.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 362/1000  time [yr]: 72.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 363/1000  time [yr]: 72.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 364/1000  time [yr]: 72.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 365/1000  time [yr]: 73.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 366/1000  time [yr]: 73.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 367/1000  time [yr]: 73.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 368/1000  time [yr]: 73.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 369/1000  time [yr]: 73.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 370/1000  time [yr]: 74.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 371/1000  time [yr]: 74.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 372/1000  time [yr]: 74.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 373/1000  time [yr]: 74.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 374/1000  time [yr]: 74.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 375/1000  time [yr]: 75.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 376/1000  time [yr]: 75.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 377/1000  time [yr]: 75.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 378/1000  time [yr]: 75.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 379/1000  time [yr]: 75.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 380/1000  time [yr]: 76.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 381/1000  time [yr]: 76.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 382/1000  time [yr]: 76.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 383/1000  time [yr]: 76.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 384/1000  time [yr]: 76.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 385/1000  time [yr]: 77.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 386/1000  time [yr]: 77.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 387/1000  time [yr]: 77.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 388/1000  time [yr]: 77.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 389/1000  time [yr]: 77.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 390/1000  time [yr]: 78.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 391/1000  time [yr]: 78.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 392/1000  time [yr]: 78.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 393/1000  time [yr]: 78.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 394/1000  time [yr]: 78.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 395/1000  time [yr]: 79.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 396/1000  time [yr]: 79.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 397/1000  time [yr]: 79.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 398/1000  time [yr]: 79.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 399/1000  time [yr]: 79.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 400/1000  time [yr]: 80.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 401/1000  time [yr]: 80.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 402/1000  time [yr]: 80.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 403/1000  time [yr]: 80.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 404/1000  time [yr]: 80.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 405/1000  time [yr]: 81.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 406/1000  time [yr]: 81.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 407/1000  time [yr]: 81.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 408/1000  time [yr]: 81.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 409/1000  time [yr]: 81.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 410/1000  time [yr]: 82.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 411/1000  time [yr]: 82.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 412/1000  time [yr]: 82.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 413/1000  time [yr]: 82.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 414/1000  time [yr]: 82.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 415/1000  time [yr]: 83.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 416/1000  time [yr]: 83.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 417/1000  time [yr]: 83.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 418/1000  time [yr]: 83.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 419/1000  time [yr]: 83.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 420/1000  time [yr]: 84.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 421/1000  time [yr]: 84.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 422/1000  time [yr]: 84.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 423/1000  time [yr]: 84.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 424/1000  time [yr]: 84.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 425/1000  time [yr]: 85.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 426/1000  time [yr]: 85.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 427/1000  time [yr]: 85.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 428/1000  time [yr]: 85.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 429/1000  time [yr]: 85.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 430/1000  time [yr]: 86.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 431/1000  time [yr]: 86.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 432/1000  time [yr]: 86.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 433/1000  time [yr]: 86.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 434/1000  time [yr]: 86.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 435/1000  time [yr]: 87.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 436/1000  time [yr]: 87.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 437/1000  time [yr]: 87.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 438/1000  time [yr]: 87.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 439/1000  time [yr]: 87.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 440/1000  time [yr]: 88.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 441/1000  time [yr]: 88.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 442/1000  time [yr]: 88.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 443/1000  time [yr]: 88.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 444/1000  time [yr]: 88.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 445/1000  time [yr]: 89.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 446/1000  time [yr]: 89.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 447/1000  time [yr]: 89.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 448/1000  time [yr]: 89.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 449/1000  time [yr]: 89.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 450/1000  time [yr]: 90.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 451/1000  time [yr]: 90.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 452/1000  time [yr]: 90.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 453/1000  time [yr]: 90.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 454/1000  time [yr]: 90.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 455/1000  time [yr]: 91.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 456/1000  time [yr]: 91.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 457/1000  time [yr]: 91.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 458/1000  time [yr]: 91.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 459/1000  time [yr]: 91.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 460/1000  time [yr]: 92.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 461/1000  time [yr]: 92.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 462/1000  time [yr]: 92.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 463/1000  time [yr]: 92.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 464/1000  time [yr]: 92.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 465/1000  time [yr]: 93.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 466/1000  time [yr]: 93.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 467/1000  time [yr]: 93.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 468/1000  time [yr]: 93.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 469/1000  time [yr]: 93.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 470/1000  time [yr]: 94.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 471/1000  time [yr]: 94.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 472/1000  time [yr]: 94.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 473/1000  time [yr]: 94.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 474/1000  time [yr]: 94.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 475/1000  time [yr]: 95.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 476/1000  time [yr]: 95.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 477/1000  time [yr]: 95.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 478/1000  time [yr]: 95.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 479/1000  time [yr]: 95.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 480/1000  time [yr]: 96.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 481/1000  time [yr]: 96.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 482/1000  time [yr]: 96.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 483/1000  time [yr]: 96.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 484/1000  time [yr]: 96.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 485/1000  time [yr]: 97.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 486/1000  time [yr]: 97.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 487/1000  time [yr]: 97.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 488/1000  time [yr]: 97.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 489/1000  time [yr]: 97.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 490/1000  time [yr]: 98.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 491/1000  time [yr]: 98.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 492/1000  time [yr]: 98.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 493/1000  time [yr]: 98.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 494/1000  time [yr]: 98.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 495/1000  time [yr]: 99.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 496/1000  time [yr]: 99.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 497/1000  time [yr]: 99.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 498/1000  time [yr]: 99.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 499/1000  time [yr]: 99.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 500/1000  time [yr]: 100.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 501/1000  time [yr]: 100.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 502/1000  time [yr]: 100.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 503/1000  time [yr]: 100.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 504/1000  time [yr]: 100.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 505/1000  time [yr]: 101.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 506/1000  time [yr]: 101.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 507/1000  time [yr]: 101.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 508/1000  time [yr]: 101.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 509/1000  time [yr]: 101.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 510/1000  time [yr]: 102.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 511/1000  time [yr]: 102.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 512/1000  time [yr]: 102.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 513/1000  time [yr]: 102.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 514/1000  time [yr]: 102.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 515/1000  time [yr]: 103.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 516/1000  time [yr]: 103.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 517/1000  time [yr]: 103.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 518/1000  time [yr]: 103.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 519/1000  time [yr]: 103.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 520/1000  time [yr]: 104.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 521/1000  time [yr]: 104.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 522/1000  time [yr]: 104.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 523/1000  time [yr]: 104.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 524/1000  time [yr]: 104.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 525/1000  time [yr]: 105.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 526/1000  time [yr]: 105.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 527/1000  time [yr]: 105.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 528/1000  time [yr]: 105.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 529/1000  time [yr]: 105.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 530/1000  time [yr]: 106.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 531/1000  time [yr]: 106.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 532/1000  time [yr]: 106.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 533/1000  time [yr]: 106.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 534/1000  time [yr]: 106.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 535/1000  time [yr]: 107.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 536/1000  time [yr]: 107.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 537/1000  time [yr]: 107.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 538/1000  time [yr]: 107.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 539/1000  time [yr]: 107.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 540/1000  time [yr]: 108.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 541/1000  time [yr]: 108.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 542/1000  time [yr]: 108.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 543/1000  time [yr]: 108.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 544/1000  time [yr]: 108.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 545/1000  time [yr]: 109.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 546/1000  time [yr]: 109.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 547/1000  time [yr]: 109.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 548/1000  time [yr]: 109.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 549/1000  time [yr]: 109.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 550/1000  time [yr]: 110.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 551/1000  time [yr]: 110.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 552/1000  time [yr]: 110.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 553/1000  time [yr]: 110.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 554/1000  time [yr]: 110.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 555/1000  time [yr]: 111.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 556/1000  time [yr]: 111.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 557/1000  time [yr]: 111.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 558/1000  time [yr]: 111.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 559/1000  time [yr]: 111.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 560/1000  time [yr]: 112.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 561/1000  time [yr]: 112.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 562/1000  time [yr]: 112.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 563/1000  time [yr]: 112.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 564/1000  time [yr]: 112.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 565/1000  time [yr]: 113.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 566/1000  time [yr]: 113.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 567/1000  time [yr]: 113.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 568/1000  time [yr]: 113.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 569/1000  time [yr]: 113.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 570/1000  time [yr]: 114.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 571/1000  time [yr]: 114.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 572/1000  time [yr]: 114.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 573/1000  time [yr]: 114.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 574/1000  time [yr]: 114.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 575/1000  time [yr]: 115.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 576/1000  time [yr]: 115.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 577/1000  time [yr]: 115.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 578/1000  time [yr]: 115.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 579/1000  time [yr]: 115.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 580/1000  time [yr]: 116.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 581/1000  time [yr]: 116.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 582/1000  time [yr]: 116.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 583/1000  time [yr]: 116.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 584/1000  time [yr]: 116.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 585/1000  time [yr]: 117.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 586/1000  time [yr]: 117.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 587/1000  time [yr]: 117.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 588/1000  time [yr]: 117.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 589/1000  time [yr]: 117.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 590/1000  time [yr]: 118.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 591/1000  time [yr]: 118.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 592/1000  time [yr]: 118.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 593/1000  time [yr]: 118.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 594/1000  time [yr]: 118.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 595/1000  time [yr]: 119.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 596/1000  time [yr]: 119.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 597/1000  time [yr]: 119.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 598/1000  time [yr]: 119.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 599/1000  time [yr]: 119.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 600/1000  time [yr]: 120.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 601/1000  time [yr]: 120.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 602/1000  time [yr]: 120.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 603/1000  time [yr]: 120.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 604/1000  time [yr]: 120.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 605/1000  time [yr]: 121.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 606/1000  time [yr]: 121.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 607/1000  time [yr]: 121.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 608/1000  time [yr]: 121.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 609/1000  time [yr]: 121.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 610/1000  time [yr]: 122.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 611/1000  time [yr]: 122.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 612/1000  time [yr]: 122.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 613/1000  time [yr]: 122.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 614/1000  time [yr]: 122.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 615/1000  time [yr]: 123.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 616/1000  time [yr]: 123.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 617/1000  time [yr]: 123.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 618/1000  time [yr]: 123.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 619/1000  time [yr]: 123.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 620/1000  time [yr]: 124.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 621/1000  time [yr]: 124.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 622/1000  time [yr]: 124.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 623/1000  time [yr]: 124.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 624/1000  time [yr]: 124.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 625/1000  time [yr]: 125.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 626/1000  time [yr]: 125.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 627/1000  time [yr]: 125.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 628/1000  time [yr]: 125.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 629/1000  time [yr]: 125.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 630/1000  time [yr]: 126.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 631/1000  time [yr]: 126.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 632/1000  time [yr]: 126.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 633/1000  time [yr]: 126.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 634/1000  time [yr]: 126.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 635/1000  time [yr]: 127.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 636/1000  time [yr]: 127.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 637/1000  time [yr]: 127.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 638/1000  time [yr]: 127.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 639/1000  time [yr]: 127.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 640/1000  time [yr]: 128.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 641/1000  time [yr]: 128.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 642/1000  time [yr]: 128.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 643/1000  time [yr]: 128.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 644/1000  time [yr]: 128.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 645/1000  time [yr]: 129.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 646/1000  time [yr]: 129.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 647/1000  time [yr]: 129.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 648/1000  time [yr]: 129.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 649/1000  time [yr]: 129.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 650/1000  time [yr]: 130.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 651/1000  time [yr]: 130.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 652/1000  time [yr]: 130.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 653/1000  time [yr]: 130.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 654/1000  time [yr]: 130.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 655/1000  time [yr]: 131.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 656/1000  time [yr]: 131.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 657/1000  time [yr]: 131.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 658/1000  time [yr]: 131.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 659/1000  time [yr]: 131.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 660/1000  time [yr]: 132.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 661/1000  time [yr]: 132.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 662/1000  time [yr]: 132.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 663/1000  time [yr]: 132.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 664/1000  time [yr]: 132.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 665/1000  time [yr]: 133.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 666/1000  time [yr]: 133.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 667/1000  time [yr]: 133.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 668/1000  time [yr]: 133.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 669/1000  time [yr]: 133.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 670/1000  time [yr]: 134.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 671/1000  time [yr]: 134.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 672/1000  time [yr]: 134.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 673/1000  time [yr]: 134.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 674/1000  time [yr]: 134.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 675/1000  time [yr]: 135.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 676/1000  time [yr]: 135.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 677/1000  time [yr]: 135.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 678/1000  time [yr]: 135.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 679/1000  time [yr]: 135.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 680/1000  time [yr]: 136.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 681/1000  time [yr]: 136.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 682/1000  time [yr]: 136.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 683/1000  time [yr]: 136.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 684/1000  time [yr]: 136.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 685/1000  time [yr]: 137.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 686/1000  time [yr]: 137.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 687/1000  time [yr]: 137.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 688/1000  time [yr]: 137.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 689/1000  time [yr]: 137.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 690/1000  time [yr]: 138.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 691/1000  time [yr]: 138.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 692/1000  time [yr]: 138.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 693/1000  time [yr]: 138.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 694/1000  time [yr]: 138.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 695/1000  time [yr]: 139.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 696/1000  time [yr]: 139.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 697/1000  time [yr]: 139.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 698/1000  time [yr]: 139.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 699/1000  time [yr]: 139.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 700/1000  time [yr]: 140.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 701/1000  time [yr]: 140.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 702/1000  time [yr]: 140.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 703/1000  time [yr]: 140.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 704/1000  time [yr]: 140.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 705/1000  time [yr]: 141.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 706/1000  time [yr]: 141.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 707/1000  time [yr]: 141.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 708/1000  time [yr]: 141.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 709/1000  time [yr]: 141.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 710/1000  time [yr]: 142.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 711/1000  time [yr]: 142.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 712/1000  time [yr]: 142.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 713/1000  time [yr]: 142.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 714/1000  time [yr]: 142.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 715/1000  time [yr]: 143.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 716/1000  time [yr]: 143.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 717/1000  time [yr]: 143.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 718/1000  time [yr]: 143.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 719/1000  time [yr]: 143.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 720/1000  time [yr]: 144.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 721/1000  time [yr]: 144.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 722/1000  time [yr]: 144.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 723/1000  time [yr]: 144.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 724/1000  time [yr]: 144.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 725/1000  time [yr]: 145.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 726/1000  time [yr]: 145.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 727/1000  time [yr]: 145.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 728/1000  time [yr]: 145.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 729/1000  time [yr]: 145.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 730/1000  time [yr]: 146.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 731/1000  time [yr]: 146.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 732/1000  time [yr]: 146.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 733/1000  time [yr]: 146.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 734/1000  time [yr]: 146.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 735/1000  time [yr]: 147.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 736/1000  time [yr]: 147.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 737/1000  time [yr]: 147.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 738/1000  time [yr]: 147.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 739/1000  time [yr]: 147.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 740/1000  time [yr]: 148.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 741/1000  time [yr]: 148.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 742/1000  time [yr]: 148.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 743/1000  time [yr]: 148.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 744/1000  time [yr]: 148.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 745/1000  time [yr]: 149.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 746/1000  time [yr]: 149.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 747/1000  time [yr]: 149.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 748/1000  time [yr]: 149.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 749/1000  time [yr]: 149.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 750/1000  time [yr]: 150.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 751/1000  time [yr]: 150.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 752/1000  time [yr]: 150.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 753/1000  time [yr]: 150.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 754/1000  time [yr]: 150.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 755/1000  time [yr]: 151.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 756/1000  time [yr]: 151.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 757/1000  time [yr]: 151.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 758/1000  time [yr]: 151.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 759/1000  time [yr]: 151.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 760/1000  time [yr]: 152.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 761/1000  time [yr]: 152.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 762/1000  time [yr]: 152.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 763/1000  time [yr]: 152.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 764/1000  time [yr]: 152.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 765/1000  time [yr]: 153.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 766/1000  time [yr]: 153.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 767/1000  time [yr]: 153.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 768/1000  time [yr]: 153.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 769/1000  time [yr]: 153.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 770/1000  time [yr]: 154.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 771/1000  time [yr]: 154.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 772/1000  time [yr]: 154.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 773/1000  time [yr]: 154.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 774/1000  time [yr]: 154.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 775/1000  time [yr]: 155.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 776/1000  time [yr]: 155.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 777/1000  time [yr]: 155.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 778/1000  time [yr]: 155.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 779/1000  time [yr]: 155.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 780/1000  time [yr]: 156.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 781/1000  time [yr]: 156.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 782/1000  time [yr]: 156.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 783/1000  time [yr]: 156.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 784/1000  time [yr]: 156.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 785/1000  time [yr]: 157.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 786/1000  time [yr]: 157.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 787/1000  time [yr]: 157.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 788/1000  time [yr]: 157.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 789/1000  time [yr]: 157.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 790/1000  time [yr]: 158.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 791/1000  time [yr]: 158.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 792/1000  time [yr]: 158.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 793/1000  time [yr]: 158.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 794/1000  time [yr]: 158.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 795/1000  time [yr]: 159.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 796/1000  time [yr]: 159.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 797/1000  time [yr]: 159.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 798/1000  time [yr]: 159.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 799/1000  time [yr]: 159.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 800/1000  time [yr]: 160.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 801/1000  time [yr]: 160.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 802/1000  time [yr]: 160.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 803/1000  time [yr]: 160.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 804/1000  time [yr]: 160.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 805/1000  time [yr]: 161.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 806/1000  time [yr]: 161.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 807/1000  time [yr]: 161.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 808/1000  time [yr]: 161.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 809/1000  time [yr]: 161.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 810/1000  time [yr]: 162.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 811/1000  time [yr]: 162.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 812/1000  time [yr]: 162.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 813/1000  time [yr]: 162.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 814/1000  time [yr]: 162.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 815/1000  time [yr]: 163.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 816/1000  time [yr]: 163.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 817/1000  time [yr]: 163.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 818/1000  time [yr]: 163.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 819/1000  time [yr]: 163.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 820/1000  time [yr]: 164.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 821/1000  time [yr]: 164.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 822/1000  time [yr]: 164.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 823/1000  time [yr]: 164.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 824/1000  time [yr]: 164.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 825/1000  time [yr]: 165.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 826/1000  time [yr]: 165.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 827/1000  time [yr]: 165.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 828/1000  time [yr]: 165.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 829/1000  time [yr]: 165.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 830/1000  time [yr]: 166.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 831/1000  time [yr]: 166.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 832/1000  time [yr]: 166.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 833/1000  time [yr]: 166.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 834/1000  time [yr]: 166.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 835/1000  time [yr]: 167.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 836/1000  time [yr]: 167.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 837/1000  time [yr]: 167.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 838/1000  time [yr]: 167.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 839/1000  time [yr]: 167.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 840/1000  time [yr]: 168.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 841/1000  time [yr]: 168.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 842/1000  time [yr]: 168.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 843/1000  time [yr]: 168.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 844/1000  time [yr]: 168.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 845/1000  time [yr]: 169.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 846/1000  time [yr]: 169.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 847/1000  time [yr]: 169.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 848/1000  time [yr]: 169.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 849/1000  time [yr]: 169.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 850/1000  time [yr]: 170.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 851/1000  time [yr]: 170.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 852/1000  time [yr]: 170.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 853/1000  time [yr]: 170.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 854/1000  time [yr]: 170.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 855/1000  time [yr]: 171.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 856/1000  time [yr]: 171.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 857/1000  time [yr]: 171.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 858/1000  time [yr]: 171.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 859/1000  time [yr]: 171.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 860/1000  time [yr]: 172.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 861/1000  time [yr]: 172.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 862/1000  time [yr]: 172.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 863/1000  time [yr]: 172.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 864/1000  time [yr]: 172.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 865/1000  time [yr]: 173.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 866/1000  time [yr]: 173.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 867/1000  time [yr]: 173.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 868/1000  time [yr]: 173.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 869/1000  time [yr]: 173.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 870/1000  time [yr]: 174.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 871/1000  time [yr]: 174.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 872/1000  time [yr]: 174.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 873/1000  time [yr]: 174.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 874/1000  time [yr]: 174.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 875/1000  time [yr]: 175.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 876/1000  time [yr]: 175.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 877/1000  time [yr]: 175.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 878/1000  time [yr]: 175.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 879/1000  time [yr]: 175.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 880/1000  time [yr]: 176.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 881/1000  time [yr]: 176.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 882/1000  time [yr]: 176.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 883/1000  time [yr]: 176.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 884/1000  time [yr]: 176.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 885/1000  time [yr]: 177.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 886/1000  time [yr]: 177.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 887/1000  time [yr]: 177.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 888/1000  time [yr]: 177.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 889/1000  time [yr]: 177.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 890/1000  time [yr]: 178.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 891/1000  time [yr]: 178.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 892/1000  time [yr]: 178.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 893/1000  time [yr]: 178.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 894/1000  time [yr]: 178.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 895/1000  time [yr]: 179.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 896/1000  time [yr]: 179.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 897/1000  time [yr]: 179.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 898/1000  time [yr]: 179.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 899/1000  time [yr]: 179.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 900/1000  time [yr]: 180.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 901/1000  time [yr]: 180.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 902/1000  time [yr]: 180.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 903/1000  time [yr]: 180.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 904/1000  time [yr]: 180.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 905/1000  time [yr]: 181.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 906/1000  time [yr]: 181.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 907/1000  time [yr]: 181.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 908/1000  time [yr]: 181.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 909/1000  time [yr]: 181.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 910/1000  time [yr]: 182.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 911/1000  time [yr]: 182.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 912/1000  time [yr]: 182.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 913/1000  time [yr]: 182.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 914/1000  time [yr]: 182.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 915/1000  time [yr]: 183.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 916/1000  time [yr]: 183.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 917/1000  time [yr]: 183.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 918/1000  time [yr]: 183.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 919/1000  time [yr]: 183.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 920/1000  time [yr]: 184.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 921/1000  time [yr]: 184.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 922/1000  time [yr]: 184.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 923/1000  time [yr]: 184.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 924/1000  time [yr]: 184.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 925/1000  time [yr]: 185.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 926/1000  time [yr]: 185.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 927/1000  time [yr]: 185.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 928/1000  time [yr]: 185.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 929/1000  time [yr]: 185.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 930/1000  time [yr]: 186.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 931/1000  time [yr]: 186.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 932/1000  time [yr]: 186.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 933/1000  time [yr]: 186.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 934/1000  time [yr]: 186.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 935/1000  time [yr]: 187.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 936/1000  time [yr]: 187.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 937/1000  time [yr]: 187.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 938/1000  time [yr]: 187.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 939/1000  time [yr]: 187.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 940/1000  time [yr]: 188.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 941/1000  time [yr]: 188.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 942/1000  time [yr]: 188.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 943/1000  time [yr]: 188.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 944/1000  time [yr]: 188.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 945/1000  time [yr]: 189.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 946/1000  time [yr]: 189.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 947/1000  time [yr]: 189.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 948/1000  time [yr]: 189.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 949/1000  time [yr]: 189.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 950/1000  time [yr]: 190.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 951/1000  time [yr]: 190.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 952/1000  time [yr]: 190.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 953/1000  time [yr]: 190.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 954/1000  time [yr]: 190.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 955/1000  time [yr]: 191.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 956/1000  time [yr]: 191.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 957/1000  time [yr]: 191.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 958/1000  time [yr]: 191.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 959/1000  time [yr]: 191.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 960/1000  time [yr]: 192.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 961/1000  time [yr]: 192.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 962/1000  time [yr]: 192.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 963/1000  time [yr]: 192.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 964/1000  time [yr]: 192.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 965/1000  time [yr]: 193.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 966/1000  time [yr]: 193.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 967/1000  time [yr]: 193.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 968/1000  time [yr]: 193.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 969/1000  time [yr]: 193.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 970/1000  time [yr]: 194.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 971/1000  time [yr]: 194.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 972/1000  time [yr]: 194.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 973/1000  time [yr]: 194.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 974/1000  time [yr]: 194.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 975/1000  time [yr]: 195.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 976/1000  time [yr]: 195.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 977/1000  time [yr]: 195.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 978/1000  time [yr]: 195.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 979/1000  time [yr]: 195.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 980/1000  time [yr]: 196.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 981/1000  time [yr]: 196.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 982/1000  time [yr]: 196.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 983/1000  time [yr]: 196.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 984/1000  time [yr]: 196.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 985/1000  time [yr]: 197.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 986/1000  time [yr]: 197.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 987/1000  time [yr]: 197.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 988/1000  time [yr]: 197.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 989/1000  time [yr]: 197.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 990/1000  time [yr]: 198.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 991/1000  time [yr]: 198.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 992/1000  time [yr]: 198.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 993/1000  time [yr]: 198.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 994/1000  time [yr]: 198.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 995/1000  time [yr]: 199.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 996/1000  time [yr]: 199.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 997/1000  time [yr]: 199.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 998/1000  time [yr]: 199.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 999/1000  time [yr]: 199.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 1000/1000  time [yr]: 200.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.17554
   Total Core solution elapsed time:       684.283
   Linear solver elapsed time:             425.335 (62%)

   Total elapsed time: 0 hrs 11 min 24 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-ISMIP 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Constructing Geometry
   Defining friction parameters
   Construct ice rheological properties
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no dsl.global_average_thermosteric_sea_level specified: transient values set to zero
      no dsl.sea_surface_height_above_geoid specified: transient values set to zero
      no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

   solver residue: norm(KU-F)/norm(F)=1.22004e-11
   mechanical equilibrium convergence criterion   100 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.93163e+11 &gt; 1 %
   Convergence criterion: max(du)                 1.71957e-06 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=4.44889e-11
   mechanical equilibrium convergence criterion   76.8235 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        15.6455 &gt; 1 %
   Convergence criterion: max(du)                 4.09332e-07 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=8.91241e-11
   mechanical equilibrium convergence criterion   38.5767 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        11.2403 &gt; 1 %
   Convergence criterion: max(du)                 3.00053e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.64879e-10
   mechanical equilibrium convergence criterion   24.567 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        7.81407 &gt; 1 %
   Convergence criterion: max(du)                 2.08151e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.95124e-10
   mechanical equilibrium convergence criterion   15.9808 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        5.30991 &gt; 1 %
   Convergence criterion: max(du)                 1.43808e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21014e-10
   mechanical equilibrium convergence criterion   10.0203 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        3.55838 &gt; 1 %
   Convergence criterion: max(du)                 9.77761e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.42585e-10
   mechanical equilibrium convergence criterion   6.28176 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.36978 &gt; 1 %
   Convergence criterion: max(du)                 6.58033e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.47802e-10
   mechanical equilibrium convergence criterion   3.98732 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.57429 &gt; 1 %
   Convergence criterion: max(du)                 4.42306e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.603e-10
   mechanical equilibrium convergence criterion   2.56479 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.04497 &gt; 1 %
   Convergence criterion: max(du)                 2.95422e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.8839e-10
   mechanical equilibrium convergence criterion   1.6672 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.693537 &lt; 1 %
   Convergence criterion: max(du)                 1.96268e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21705e-10
   mechanical equilibrium convergence criterion   1.09168 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.460377 &lt; 1 %
   Convergence criterion: max(du)                 1.29995e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.73512e-10
   mechanical equilibrium convergence criterion   0.718201 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.305689 &lt; 1 %
   Convergence criterion: max(du)                 8.5961e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.66859e-10
   mechanical equilibrium convergence criterion   0.473849 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.20304 &lt; 1 %
   Convergence criterion: max(du)                 5.68039e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53618e-10
   mechanical equilibrium convergence criterion   0.31315 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.1349 &lt; 1 %
   Convergence criterion: max(du)                 3.7532e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.31342e-10
   mechanical equilibrium convergence criterion   0.207134 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0896529 &lt; 1 %
   Convergence criterion: max(du)                 2.48041e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53864e-10
   mechanical equilibrium convergence criterion   0.137068 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0595968 &lt; 1 %
   Convergence criterion: max(du)                 1.63991e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.67619e-10
   mechanical equilibrium convergence criterion   0.090717 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0396256 &lt; 1 %
   Convergence criterion: max(du)                 1.08476e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.36714e-10
   mechanical equilibrium convergence criterion   0.0600398 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0263519 &lt; 1 %
   Convergence criterion: max(du)                 7.17916e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.76068e-10
   mechanical equilibrium convergence criterion   0.0397332 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0175276 &lt; 1 %
   Convergence criterion: max(du)                 4.75381e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.91592e-10
   mechanical equilibrium convergence criterion   0.0262916 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0116599 &lt; 1 %
   Convergence criterion: max(du)                 3.14939e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.96593e-10
   mechanical equilibrium convergence criterion   0.0173951 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00775754 &lt; 1 %
   Convergence criterion: max(du)                 2.08743e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.3752e-10
   mechanical equilibrium convergence criterion   0.0115076 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00516182 &lt; 1 %
   Convergence criterion: max(du)                 1.38415e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.78097e-10
   mechanical equilibrium convergence criterion   0.00761203 &lt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.003435 &lt; 1 %
   Convergence criterion: max(du)                 9.18157e-11 &lt; 3.17098e-07
   number of unstable constraints: 0

   total number of iterations: 23

   solver residue: norm(KU-F)/norm(F)=9.14712e-15
write lock file:

   FemModel initialization elapsed time:   0.119266
   Total Core solution elapsed time:       8.19441
   Linear solver elapsed time:             4.16619 (51%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-ISMIP 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Constructing Geometry
   Defining friction parameters
   Construct ice rheological properties
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no dsl.global_average_thermosteric_sea_level specified: transient values set to zero
      no dsl.sea_surface_height_above_geoid specified: transient values set to zero
      no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

   solver residue: norm(KU-F)/norm(F)=1.22004e-11
   mechanical equilibrium convergence criterion   100 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.93163e+11 &gt; 1 %
   Convergence criterion: max(du)                 1.71957e-06 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=4.44889e-11
   mechanical equilibrium convergence criterion   76.8235 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        15.6455 &gt; 1 %
   Convergence criterion: max(du)                 4.09332e-07 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=8.91241e-11
   mechanical equilibrium convergence criterion   38.5767 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        11.2403 &gt; 1 %
   Convergence criterion: max(du)                 3.00053e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.64879e-10
   mechanical equilibrium convergence criterion   24.567 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        7.81407 &gt; 1 %
   Convergence criterion: max(du)                 2.08151e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.95124e-10
   mechanical equilibrium convergence criterion   15.9808 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        5.30991 &gt; 1 %
   Convergence criterion: max(du)                 1.43808e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21014e-10
   mechanical equilibrium convergence criterion   10.0203 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        3.55838 &gt; 1 %
   Convergence criterion: max(du)                 9.77761e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.42585e-10
   mechanical equilibrium convergence criterion   6.28176 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.36978 &gt; 1 %
   Convergence criterion: max(du)                 6.58033e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.47802e-10
   mechanical equilibrium convergence criterion   3.98732 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.57429 &gt; 1 %
   Convergence criterion: max(du)                 4.42306e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.603e-10
   mechanical equilibrium convergence criterion   2.56479 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.04497 &gt; 1 %
   Convergence criterion: max(du)                 2.95422e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.8839e-10
   mechanical equilibrium convergence criterion   1.6672 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.693537 &lt; 1 %
   Convergence criterion: max(du)                 1.96268e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21705e-10
   mechanical equilibrium convergence criterion   1.09168 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.460377 &lt; 1 %
   Convergence criterion: max(du)                 1.29995e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.73512e-10
   mechanical equilibrium convergence criterion   0.718201 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.305689 &lt; 1 %
   Convergence criterion: max(du)                 8.5961e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.66859e-10
   mechanical equilibrium convergence criterion   0.473849 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.20304 &lt; 1 %
   Convergence criterion: max(du)                 5.68039e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53618e-10
   mechanical equilibrium convergence criterion   0.31315 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.1349 &lt; 1 %
   Convergence criterion: max(du)                 3.7532e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.31342e-10
   mechanical equilibrium convergence criterion   0.207134 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0896529 &lt; 1 %
   Convergence criterion: max(du)                 2.48041e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53864e-10
   mechanical equilibrium convergence criterion   0.137068 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0595968 &lt; 1 %
   Convergence criterion: max(du)                 1.63991e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.67619e-10
   mechanical equilibrium convergence criterion   0.090717 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0396256 &lt; 1 %
   Convergence criterion: max(du)                 1.08476e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.36714e-10
   mechanical equilibrium convergence criterion   0.0600398 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0263519 &lt; 1 %
   Convergence criterion: max(du)                 7.17916e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.76068e-10
   mechanical equilibrium convergence criterion   0.0397332 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0175276 &lt; 1 %
   Convergence criterion: max(du)                 4.75381e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.91592e-10
   mechanical equilibrium convergence criterion   0.0262916 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0116599 &lt; 1 %
   Convergence criterion: max(du)                 3.14939e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.96593e-10
   mechanical equilibrium convergence criterion   0.0173951 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00775754 &lt; 1 %
   Convergence criterion: max(du)                 2.08743e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.3752e-10
   mechanical equilibrium convergence criterion   0.0115076 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00516182 &lt; 1 %
   Convergence criterion: max(du)                 1.38415e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.78097e-10
   mechanical equilibrium convergence criterion   0.00761203 &lt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.003435 &lt; 1 %
   Convergence criterion: max(du)                 9.18157e-11 &lt; 3.17098e-07
   number of unstable constraints: 0

   total number of iterations: 23

   solver residue: norm(KU-F)/norm(F)=9.14712e-15
write lock file:

   FemModel initialization elapsed time:   0.119266
   Total Core solution elapsed time:       8.19441
   Linear solver elapsed time:             4.16619 (51%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-IceBridge 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 8288
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
      reading IceBridge Jakobshavn bedrock
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      27065.6  |       5900.203      21165.4  7.69751e-32
 x =         1 | f(x) =     17034.49  |       3078.516     13955.94   0.03857034
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     17032.65  |       3077.388     13955.23   0.03857034
 x =         1 | f(x) =     11029.03  |       1769.281     9259.544    0.2059931
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     11026.43  |        1766.95     9259.277    0.2059931
 x =         1 | f(x) =     9081.232  |       1408.483      7672.37    0.3791164
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     9086.581  |       1415.848     7670.353    0.3791164
 x =         1 | f(x) =     8715.311  |       1336.523      7378.36    0.4275718
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8715.226  |       1336.434     7378.364    0.4275718
 x =         1 | f(x) =     8573.931  |       1291.502     7281.982    0.4465695
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8572.735  |       1290.437     7281.852    0.4465695
 x =         1 | f(x) =     7716.488  |        1183.03      6532.81    0.6481422
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7756.682  |       1223.917     6532.117    0.6481422
 x =         1 | f(x) =     7489.554  |       1056.254     6432.615    0.6851672
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7491.419  |       1058.204     6432.529    0.6851672
 x =         1 | f(x) =     6994.312  |       1036.461     5956.977    0.8747352
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7025.843  |       1068.729      5956.24    0.8747352
 x =         1 | f(x) =     6861.466  |        960.691     5899.871    0.9040446
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6862.929  |       962.2429     5899.782    0.9040446
 x =         1 | f(x) =      6488.92  |       900.8583     5586.998     1.063107
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =         6502  |       914.4696     5586.468     1.063107
 x =         1 | f(x) =     6390.493  |       908.1139     5481.242      1.13734
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6392.904  |       910.7105     5481.056      1.13734
 x =         1 | f(x) =     6076.699  |       813.1729     5262.244     1.282287
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6083.601  |       820.3323     5261.986     1.282287
 x =         1 | f(x) =     5998.763  |        842.841     5154.538     1.384334
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      6000.41  |       844.7097     5154.316     1.384334
 x =         1 | f(x) =     5805.949  |       792.0692     5012.378     1.501603
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5810.177  |       796.6477     5012.027     1.501603
 x =         1 | f(x) =      5733.63  |       792.0338      4940.02     1.576293
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5735.879  |       794.3976     4939.905     1.576293
 x =         1 | f(x) =     5594.183  |       780.2389     4812.231     1.713061
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5613.852  |       800.1366     4812.002     1.713061
 x =         1 | f(x) =     5525.625  |       724.8518     4799.047     1.726943
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5526.085  |       725.3567     4799.001     1.726943
 x =         1 | f(x) =     5472.257  |       757.6889     4712.724     1.844519
 x =  0.381966 | f(x) =     5470.056  |       706.7403     4761.544     1.771066
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5470.153  |       705.5893     4762.792     1.771066
 x =         1 | f(x) =     5348.065  |       689.2742     4656.866     1.924838
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5349.063  |       690.5543     4656.583     1.924838
 x =         1 | f(x) =     5323.264  |       725.9752     4595.258     2.031613
 x =  0.381966 | f(x) =     5318.111  |       685.6298     4630.518     1.963546
 x =  0.618034 | f(x) =     5308.632  |        689.069     4617.574     1.988759
 x =  0.763932 | f(x) =     5310.748  |       699.9833      4608.76     2.004853
 x =  0.640305 | f(x) =     5312.108  |       694.3663     4615.751     1.991192
 x =  0.527864 | f(x) =     5311.407  |       686.9596     4622.469     1.979004
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5309.026  |       689.6317     4617.406     1.988759
 x =         1 | f(x) =     5275.422  |       699.2334     4574.118     2.070806
 x =  0.381966 | f(x) =     5274.799  |       674.2207     4598.559     2.018629
 x =  0.618034 | f(x) =     5270.697  |       679.0485      4589.61      2.03799
 x =  0.763932 | f(x) =     5271.927  |       686.2973      4583.58     2.050284
 x =  0.628574 | f(x) =     5272.884  |       682.0866     4588.758     2.038868
 x =  0.527864 | f(x) =     5273.653  |       678.6367     4592.985     2.030532
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5272.459  |       680.9517      4589.47      2.03799
 x =         1 | f(x) =     5241.616  |       666.7242     4572.824     2.067936
 x =  0.381966 | f(x) =     5258.164  |       673.5841      4582.53     2.049306
 x =  0.618034 | f(x) =     5251.629  |       670.7857     4578.787     2.056385
 x =  0.763932 | f(x) =     5247.083  |       668.7172     4576.305     2.060781
 x =  0.854102 | f(x) =     5244.291  |       667.4734     4574.754     2.063509
 x =   0.90983 | f(x) =     5242.609  |       666.7515     4573.793       2.0652
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5240.169  |        665.809     4572.292     2.067936
 x =         1 | f(x) =      5220.71  |       661.7395     4556.873     2.097223
 x =  0.381966 | f(x) =     5231.626  |       663.6697     4565.877     2.079048
 x =  0.618034 | f(x) =     5227.433  |       662.8709     4562.476     2.085961
 x =  0.763932 | f(x) =     5224.646  |       662.4136     4560.142     2.090252
 x =  0.854102 | f(x) =     5222.961  |       662.1916     4558.677     2.092911
 x =   0.90983 | f(x) =     5221.949  |       662.0857     4557.769     2.094556
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5220.387  |        661.933     4556.356     2.097223
 x =         1 | f(x) =     5202.337  |       659.3586     4540.852     2.126991
 x =  0.381966 | f(x) =      5212.61  |       660.6193     4549.883     2.108547
 x =  0.618034 | f(x) =     5208.714  |       660.1207     4546.477     2.115567
 x =  0.763932 | f(x) =     5205.972  |       659.7097     4544.143     2.119922
 x =  0.854102 | f(x) =     5204.236  |       659.4346     4542.679     2.122618
 x =   0.90983 | f(x) =     5203.155  |       659.2591     4541.772     2.124287
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =       5201.5  |       659.0157     4540.357     2.126991
 x =         1 | f(x) =     5183.849  |       656.5169     4525.176     2.156824
 x =  0.381966 | f(x) =     5193.993  |        657.867     4533.987     2.138348
 x =  0.618034 | f(x) =      5190.14  |       657.3415     4530.653     2.145382
 x =  0.763932 | f(x) =     5187.486  |       656.9568      4528.38     2.149744
 x =  0.854102 | f(x) =     5185.818  |       656.7082     4526.957     2.152446
 x =   0.90983 | f(x) =     5184.782  |       656.5514     4526.076     2.154118
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5183.181  |       656.3184     4524.706     2.156824
 x =         1 | f(x) =     5166.265  |       653.8609     4510.217     2.186693
 x =  0.381966 | f(x) =     5176.005  |       655.1622     4518.675     2.168182
 x =  0.618034 | f(x) =     5172.318  |       654.6566     4515.486     2.175229
 x =  0.763932 | f(x) =     5169.752  |       654.2676     4513.305     2.179599
 x =  0.854102 | f(x) =      5168.13  |       654.0103     4511.938     2.182305
 x =   0.90983 | f(x) =     5167.121  |        653.846     4511.091      2.18398
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5165.563  |       653.6068     4509.769     2.186693
 x =         1 | f(x) =     5149.028  |       651.1024     4495.709     2.216675
 x =  0.381966 | f(x) =     5158.561  |       652.4536     4503.909     2.198097
 x =  0.618034 | f(x) =     5154.957  |       651.9305     4500.822      2.20517
 x =  0.763932 | f(x) =     5152.451  |        651.537     4498.705     2.209556
 x =  0.854102 | f(x) =     5150.868  |       651.2792     4497.376     2.212272
 x =   0.90983 | f(x) =     5149.882  |       651.1152     4496.552     2.213952
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5148.356  |       650.8733     4495.266     2.216675
 x =         1 | f(x) =     5131.941  |       648.2739      4481.42     2.246887
 x =  0.381966 | f(x) =      5141.41  |       649.6736     4489.508     2.228155
 x =  0.618034 | f(x) =     5137.836  |       649.1336     4486.467     2.235287
 x =  0.763932 | f(x) =     5135.338  |       648.7232     4484.375     2.239709
 x =  0.854102 | f(x) =     5133.757  |       648.4536     4483.061     2.242448
 x =   0.90983 | f(x) =     5132.772  |       648.2819     4482.246     2.244142
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5131.251  |       648.0296     4480.975     2.246887
 x =         1 | f(x) =     5114.658  |       645.3687     4467.012     2.277491
 x =  0.381966 | f(x) =     5124.202  |       646.7884     4475.155      2.25852
 x =  0.618034 | f(x) =      5120.59  |       646.2391     4472.085     2.265744
 x =  0.763932 | f(x) =     5118.074  |       645.8201     4469.984     2.270222
 x =  0.854102 | f(x) =     5116.483  |       645.5459     4468.665     2.272995
 x =   0.90983 | f(x) =     5115.489  |       645.3718     4467.842     2.274711
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5113.944  |       645.1173     4466.549     2.277491
 x =         1 | f(x) =     5097.497  |       642.6618     4452.527     2.308463
 x =  0.381966 | f(x) =     5106.725  |        643.844     4460.592     2.289275
 x =  0.618034 | f(x) =     5103.098  |       643.2994     4457.502     2.296598
 x =  0.763932 | f(x) =     5100.679  |       642.9634     4455.415     2.301124
 x =  0.854102 | f(x) =     5099.157  |       642.7437     4454.109     2.303926
 x =   0.90983 | f(x) =     5098.211  |       642.6029     4453.303     2.305658
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.095224
   Total Core solution elapsed time:       34.4395
   Linear solver elapsed time:             17.4227 (51%)

   Total elapsed time: 0 hrs 0 min 34 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90952e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   40.0062 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        51.744 &gt; 10 %
   Convergence criterion: max(du)                 0.000156722
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24132e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.83978 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.93163 &lt; 10 %
   Convergence criterion: max(du)                 1.86578e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.03774 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.37988 &lt; 10 %
   Convergence criterion: max(du)                 7.83442e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88245e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.258198 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07426 &lt; 10 %
   Convergence criterion: max(du)                 3.84522e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58824e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79148e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.579836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        42.6946 &gt; 10 %
   Convergence criterion: max(du)                 0.000129592
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99126e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.181112 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.8599 &lt; 10 %
   Convergence criterion: max(du)                 1.22631e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68854e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.29581 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        23.2133 &gt; 10 %
   Convergence criterion: max(du)                 5.30421e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91978e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0922583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.30905 &lt; 10 %
   Convergence criterion: max(du)                 1.56862e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95065e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87503e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.198505 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.4286 &gt; 10 %
   Convergence criterion: max(du)                 4.50849e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.054312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.66342 &lt; 10 %
   Convergence criterion: max(du)                 2.38723e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58291e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78478e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.165193 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        10.4077 &gt; 10 %
   Convergence criterion: max(du)                 4.82107e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7931e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0476213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.44265 &lt; 10 %
   Convergence criterion: max(du)                 2.84468e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69739e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.23914e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149263 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.21398 &lt; 10 %
   Convergence criterion: max(du)                 4.63752e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64538e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71524e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.157105 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.33302 &lt; 10 %
   Convergence criterion: max(du)                 5.19675e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72829e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77528e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.154827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.22583 &lt; 10 %
   Convergence criterion: max(du)                 5.03355e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56814e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15421e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149702 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.67201 &lt; 10 %
   Convergence criterion: max(du)                 4.4308e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61005e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.03734e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.144213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.15722 &lt; 10 %
   Convergence criterion: max(du)                 3.64248e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74865e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93401e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.138839 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.91063 &lt; 10 %
   Convergence criterion: max(du)                 2.8626e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72024e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.19677e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.133785 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.98574 &lt; 10 %
   Convergence criterion: max(du)                 2.20048e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.46812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.85773e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.34244 &lt; 10 %
   Convergence criterion: max(du)                 1.69106e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02537e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124927 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.90948 &lt; 10 %
   Convergence criterion: max(du)                 1.32356e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63951e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.86254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121046 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.61812 &lt; 10 %
   Convergence criterion: max(du)                 1.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03551e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.117504 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.41647 &lt; 10 %
   Convergence criterion: max(du)                 8.93782e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64591e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18116e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.114284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.27046 &lt; 10 %
   Convergence criterion: max(du)                 7.73462e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87198e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67711e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111367 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.1594 &lt; 10 %
   Convergence criterion: max(du)                 6.88107e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83576e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11616e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07113 &lt; 10 %
   Convergence criterion: max(du)                 6.24711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.55526e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77307e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.998493 &lt; 10 %
   Convergence criterion: max(du)                 5.75025e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.48799e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.2087e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104206 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.937125 &lt; 10 %
   Convergence criterion: max(du)                 5.3407e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74106e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91336e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.884247 &lt; 10 %
   Convergence criterion: max(du)                 4.98966e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.286e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99161e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100465 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.838226 &lt; 10 %
   Convergence criterion: max(du)                 4.68095e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84422e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988228 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.797679 &lt; 10 %
   Convergence criterion: max(du)                 4.40552e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8138e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0973049 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.761639 &lt; 10 %
   Convergence criterion: max(du)                 4.15807e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09589 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.729262 &lt; 10 %
   Convergence criterion: max(du)                 3.93508e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0945622 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.699987 &lt; 10 %
   Convergence criterion: max(du)                 3.73383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74985e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88185e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0933088 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.673373 &lt; 10 %
   Convergence criterion: max(du)                 3.55194e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91575e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0921186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.649074 &lt; 10 %
   Convergence criterion: max(du)                 3.38733e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80901e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.33172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0909765 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.626782 &lt; 10 %
   Convergence criterion: max(du)                 3.23787e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.20306e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.16272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0898938 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606266 &lt; 10 %
   Convergence criterion: max(du)                 3.1018e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73396e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0888679 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.587377 &lt; 10 %
   Convergence criterion: max(du)                 2.97749e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79668e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67047e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878845 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.570048 &lt; 10 %
   Convergence criterion: max(du)                 2.86347e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56368e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9056e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0869359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.554064 &lt; 10 %
   Convergence criterion: max(du)                 2.75845e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0860176 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.539173 &lt; 10 %
   Convergence criterion: max(du)                 2.6613e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69165e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8763e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0851273 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.525203 &lt; 10 %
   Convergence criterion: max(du)                 2.5711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63712e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09545e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0842647 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.51205 &lt; 10 %
   Convergence criterion: max(du)                 2.48706e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.84864e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96674e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0834299 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.499628 &lt; 10 %
   Convergence criterion: max(du)                 2.40854e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78077e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.1026e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0826229 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.487841 &lt; 10 %
   Convergence criterion: max(du)                 2.33498e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90875e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.081843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.47662 &lt; 10 %
   Convergence criterion: max(du)                 2.2659e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.05651e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0810856 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.465877 &lt; 10 %
   Convergence criterion: max(du)                 2.20091e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93212e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99869e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0803506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.455531 &lt; 10 %
   Convergence criterion: max(du)                 2.13964e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.00827e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.37624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0796359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445517 &lt; 10 %
   Convergence criterion: max(du)                 2.08176e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74662e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99065e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.07894 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.435768 &lt; 10 %
   Convergence criterion: max(du)                 2.02701e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53725e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.28058e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0782614 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.42629 &lt; 10 %
   Convergence criterion: max(du)                 1.97513e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78874e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.25214e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0775988 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.417072 &lt; 10 %
   Convergence criterion: max(du)                 1.9259e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.75042e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0769509 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.408118 &lt; 10 %
   Convergence criterion: max(du)                 1.8791e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74869e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01767e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763168 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.399417 &lt; 10 %
   Convergence criterion: max(du)                 1.83457e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.52109e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.36705e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.390975 &lt; 10 %
   Convergence criterion: max(du)                 1.79214e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8633e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0750865 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.382779 &lt; 10 %
   Convergence criterion: max(du)                 1.75173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12025e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8378e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0744891 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.374844 &lt; 10 %
   Convergence criterion: max(du)                 1.71313e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60042e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11485e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0739079 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.362827 &lt; 10 %
   Convergence criterion: max(du)                 1.6621e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57742e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.06592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733373 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.350628 &lt; 10 %
   Convergence criterion: max(du)                 1.60939e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.51613e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79029e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0727769 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.33879 &lt; 10 %
   Convergence criterion: max(du)                 1.55893e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67588e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81957e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0722264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327423 &lt; 10 %
   Convergence criterion: max(du)                 1.51167e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50432e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0716855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.316536 &lt; 10 %
   Convergence criterion: max(du)                 1.4676e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.562e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02964e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0711543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.306126 &lt; 10 %
   Convergence criterion: max(du)                 1.42643e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73521e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09792e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706323 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296179 &lt; 10 %
   Convergence criterion: max(du)                 1.38775e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80906e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.95938e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0701194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.286654 &lt; 10 %
   Convergence criterion: max(du)                 1.35119e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.98092e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0696153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.277549 &lt; 10 %
   Convergence criterion: max(du)                 1.3164e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98381e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9844e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0691199 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.268864 &lt; 10 %
   Convergence criterion: max(du)                 1.28311e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07484e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.758e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.068633 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.260586 &lt; 10 %
   Convergence criterion: max(du)                 1.25112e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69713e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92384e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0681543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.252703 &lt; 10 %
   Convergence criterion: max(du)                 1.22026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79956e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676835 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.245188 &lt; 10 %
   Convergence criterion: max(du)                 1.19043e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79287e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.08947e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0672203 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.237927 &lt; 10 %
   Convergence criterion: max(du)                 1.16154e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70839e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18706e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0667652 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.231092 &lt; 10 %
   Convergence criterion: max(du)                 1.13352e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90053e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84323e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0663172 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.22462 &lt; 10 %
   Convergence criterion: max(du)                 1.10633e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91333e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78985e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0658764 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.218499 &lt; 10 %
   Convergence criterion: max(du)                 1.0799e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81785e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92864e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0654425 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.212706 &lt; 10 %
   Convergence criterion: max(du)                 1.0542e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63054e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87888e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.20725 &lt; 10 %
   Convergence criterion: max(du)                 1.02919e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74963e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645949 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.202082 &lt; 10 %
   Convergence criterion: max(du)                 1.00482e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75649e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.30722e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0641809 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.197233 &lt; 10 %
   Convergence criterion: max(du)                 9.81074e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01542e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0637733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.192578 &lt; 10 %
   Convergence criterion: max(du)                 9.57908e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64894e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60291e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063372 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188381 &lt; 10 %
   Convergence criterion: max(du)                 9.3529e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56683e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.04033e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0629767 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.18449 &lt; 10 %
   Convergence criterion: max(du)                 9.13182e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80818e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.27249e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0625876 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.180899 &lt; 10 %
   Convergence criterion: max(du)                 8.91577e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67921e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.879e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0622044 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.177604 &lt; 10 %
   Convergence criterion: max(du)                 8.70459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.872e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79439e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0618266 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.174598 &lt; 10 %
   Convergence criterion: max(du)                 8.49801e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0614541 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171868 &lt; 10 %
   Convergence criterion: max(du)                 8.42481e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80772e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0610872 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.169371 &lt; 10 %
   Convergence criterion: max(du)                 8.5016e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86548e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.89853e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0607257 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166878 &lt; 10 %
   Convergence criterion: max(du)                 8.56847e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603694 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164926 &lt; 10 %
   Convergence criterion: max(du)                 8.62499e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08446e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7682e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0600192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.163357 &lt; 10 %
   Convergence criterion: max(du)                 8.72759e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01176e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0596741 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162021 &lt; 10 %
   Convergence criterion: max(du)                 8.81599e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.65875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87281e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0593326 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160712 &lt; 10 %
   Convergence criterion: max(du)                 8.84127e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68685e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.07254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0589956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159568 &lt; 10 %
   Convergence criterion: max(du)                 8.8477e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69546e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0586632 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158695 &lt; 10 %
   Convergence criterion: max(du)                 8.83843e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61119e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00821e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0583353 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158032 &lt; 10 %
   Convergence criterion: max(du)                 8.81648e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80817e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93141e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0580117 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157615 &lt; 10 %
   Convergence criterion: max(du)                 8.78242e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7051e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0576926 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157574 &lt; 10 %
   Convergence criterion: max(du)                 8.73655e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77091e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69493e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0573778 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157866 &lt; 10 %
   Convergence criterion: max(du)                 8.67918e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83501e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88302e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0570669 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158338 &lt; 10 %
   Convergence criterion: max(du)                 8.61067e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75347e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94201e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0567599 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158938 &lt; 10 %
   Convergence criterion: max(du)                 8.53142e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71259e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564556 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159689 &lt; 10 %
   Convergence criterion: max(du)                 8.44192e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73268e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0561557 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160629 &lt; 10 %
   Convergence criterion: max(du)                 8.34268e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.5454e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15088e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05586 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.161758 &lt; 10 %
   Convergence criterion: max(du)                 8.23427e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75477e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87441e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0555678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162987 &lt; 10 %
   Convergence criterion: max(du)                 8.11726e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86581e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62004e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0552798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164309 &lt; 10 %
   Convergence criterion: max(du)                 7.9923e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8555e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9794e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0549959 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166002 &lt; 10 %
   Convergence criterion: max(du)                 7.86001e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81538e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547161 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.167956 &lt; 10 %
   Convergence criterion: max(du)                 7.74989e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80103e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.10986
   Total Core solution elapsed time:       31.2808
   Linear solver elapsed time:             15.6572 (50%)

   Total elapsed time: 0 hrs 0 min 31 sec
loading results from cluster
   Step 5: Plotting
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-IceBridge 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 8288
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
      reading IceBridge Jakobshavn bedrock
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      27065.6  |       5900.203      21165.4  7.69751e-32
 x =         1 | f(x) =     17034.49  |       3078.516     13955.94   0.03857034
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     17032.65  |       3077.388     13955.23   0.03857034
 x =         1 | f(x) =     11029.03  |       1769.281     9259.544    0.2059931
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     11026.43  |        1766.95     9259.277    0.2059931
 x =         1 | f(x) =     9081.232  |       1408.483      7672.37    0.3791164
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     9086.581  |       1415.848     7670.353    0.3791164
 x =         1 | f(x) =     8715.311  |       1336.523      7378.36    0.4275718
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8715.226  |       1336.434     7378.364    0.4275718
 x =         1 | f(x) =     8573.931  |       1291.502     7281.982    0.4465695
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8572.735  |       1290.437     7281.852    0.4465695
 x =         1 | f(x) =     7716.488  |        1183.03      6532.81    0.6481422
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7756.682  |       1223.917     6532.117    0.6481422
 x =         1 | f(x) =     7489.554  |       1056.254     6432.615    0.6851672
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7491.419  |       1058.204     6432.529    0.6851672
 x =         1 | f(x) =     6994.312  |       1036.461     5956.977    0.8747352
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7025.843  |       1068.729      5956.24    0.8747352
 x =         1 | f(x) =     6861.466  |        960.691     5899.871    0.9040446
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6862.929  |       962.2429     5899.782    0.9040446
 x =         1 | f(x) =      6488.92  |       900.8583     5586.998     1.063107
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =         6502  |       914.4696     5586.468     1.063107
 x =         1 | f(x) =     6390.493  |       908.1139     5481.242      1.13734
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6392.904  |       910.7105     5481.056      1.13734
 x =         1 | f(x) =     6076.699  |       813.1729     5262.244     1.282287
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6083.601  |       820.3323     5261.986     1.282287
 x =         1 | f(x) =     5998.763  |        842.841     5154.538     1.384334
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      6000.41  |       844.7097     5154.316     1.384334
 x =         1 | f(x) =     5805.949  |       792.0692     5012.378     1.501603
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5810.177  |       796.6477     5012.027     1.501603
 x =         1 | f(x) =      5733.63  |       792.0338      4940.02     1.576293
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5735.879  |       794.3976     4939.905     1.576293
 x =         1 | f(x) =     5594.183  |       780.2389     4812.231     1.713061
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5613.852  |       800.1366     4812.002     1.713061
 x =         1 | f(x) =     5525.625  |       724.8518     4799.047     1.726943
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5526.085  |       725.3567     4799.001     1.726943
 x =         1 | f(x) =     5472.257  |       757.6889     4712.724     1.844519
 x =  0.381966 | f(x) =     5470.056  |       706.7403     4761.544     1.771066
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5470.153  |       705.5893     4762.792     1.771066
 x =         1 | f(x) =     5348.065  |       689.2742     4656.866     1.924838
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5349.063  |       690.5543     4656.583     1.924838
 x =         1 | f(x) =     5323.264  |       725.9752     4595.258     2.031613
 x =  0.381966 | f(x) =     5318.111  |       685.6298     4630.518     1.963546
 x =  0.618034 | f(x) =     5308.632  |        689.069     4617.574     1.988759
 x =  0.763932 | f(x) =     5310.748  |       699.9833      4608.76     2.004853
 x =  0.640305 | f(x) =     5312.108  |       694.3663     4615.751     1.991192
 x =  0.527864 | f(x) =     5311.407  |       686.9596     4622.469     1.979004
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5309.026  |       689.6317     4617.406     1.988759
 x =         1 | f(x) =     5275.422  |       699.2334     4574.118     2.070806
 x =  0.381966 | f(x) =     5274.799  |       674.2207     4598.559     2.018629
 x =  0.618034 | f(x) =     5270.697  |       679.0485      4589.61      2.03799
 x =  0.763932 | f(x) =     5271.927  |       686.2973      4583.58     2.050284
 x =  0.628574 | f(x) =     5272.884  |       682.0866     4588.758     2.038868
 x =  0.527864 | f(x) =     5273.653  |       678.6367     4592.985     2.030532
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5272.459  |       680.9517      4589.47      2.03799
 x =         1 | f(x) =     5241.616  |       666.7242     4572.824     2.067936
 x =  0.381966 | f(x) =     5258.164  |       673.5841      4582.53     2.049306
 x =  0.618034 | f(x) =     5251.629  |       670.7857     4578.787     2.056385
 x =  0.763932 | f(x) =     5247.083  |       668.7172     4576.305     2.060781
 x =  0.854102 | f(x) =     5244.291  |       667.4734     4574.754     2.063509
 x =   0.90983 | f(x) =     5242.609  |       666.7515     4573.793       2.0652
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5240.169  |        665.809     4572.292     2.067936
 x =         1 | f(x) =      5220.71  |       661.7395     4556.873     2.097223
 x =  0.381966 | f(x) =     5231.626  |       663.6697     4565.877     2.079048
 x =  0.618034 | f(x) =     5227.433  |       662.8709     4562.476     2.085961
 x =  0.763932 | f(x) =     5224.646  |       662.4136     4560.142     2.090252
 x =  0.854102 | f(x) =     5222.961  |       662.1916     4558.677     2.092911
 x =   0.90983 | f(x) =     5221.949  |       662.0857     4557.769     2.094556
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5220.387  |        661.933     4556.356     2.097223
 x =         1 | f(x) =     5202.337  |       659.3586     4540.852     2.126991
 x =  0.381966 | f(x) =      5212.61  |       660.6193     4549.883     2.108547
 x =  0.618034 | f(x) =     5208.714  |       660.1207     4546.477     2.115567
 x =  0.763932 | f(x) =     5205.972  |       659.7097     4544.143     2.119922
 x =  0.854102 | f(x) =     5204.236  |       659.4346     4542.679     2.122618
 x =   0.90983 | f(x) =     5203.155  |       659.2591     4541.772     2.124287
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =       5201.5  |       659.0157     4540.357     2.126991
 x =         1 | f(x) =     5183.849  |       656.5169     4525.176     2.156824
 x =  0.381966 | f(x) =     5193.993  |        657.867     4533.987     2.138348
 x =  0.618034 | f(x) =      5190.14  |       657.3415     4530.653     2.145382
 x =  0.763932 | f(x) =     5187.486  |       656.9568      4528.38     2.149744
 x =  0.854102 | f(x) =     5185.818  |       656.7082     4526.957     2.152446
 x =   0.90983 | f(x) =     5184.782  |       656.5514     4526.076     2.154118
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5183.181  |       656.3184     4524.706     2.156824
 x =         1 | f(x) =     5166.265  |       653.8609     4510.217     2.186693
 x =  0.381966 | f(x) =     5176.005  |       655.1622     4518.675     2.168182
 x =  0.618034 | f(x) =     5172.318  |       654.6566     4515.486     2.175229
 x =  0.763932 | f(x) =     5169.752  |       654.2676     4513.305     2.179599
 x =  0.854102 | f(x) =      5168.13  |       654.0103     4511.938     2.182305
 x =   0.90983 | f(x) =     5167.121  |        653.846     4511.091      2.18398
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5165.563  |       653.6068     4509.769     2.186693
 x =         1 | f(x) =     5149.028  |       651.1024     4495.709     2.216675
 x =  0.381966 | f(x) =     5158.561  |       652.4536     4503.909     2.198097
 x =  0.618034 | f(x) =     5154.957  |       651.9305     4500.822      2.20517
 x =  0.763932 | f(x) =     5152.451  |        651.537     4498.705     2.209556
 x =  0.854102 | f(x) =     5150.868  |       651.2792     4497.376     2.212272
 x =   0.90983 | f(x) =     5149.882  |       651.1152     4496.552     2.213952
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5148.356  |       650.8733     4495.266     2.216675
 x =         1 | f(x) =     5131.941  |       648.2739      4481.42     2.246887
 x =  0.381966 | f(x) =      5141.41  |       649.6736     4489.508     2.228155
 x =  0.618034 | f(x) =     5137.836  |       649.1336     4486.467     2.235287
 x =  0.763932 | f(x) =     5135.338  |       648.7232     4484.375     2.239709
 x =  0.854102 | f(x) =     5133.757  |       648.4536     4483.061     2.242448
 x =   0.90983 | f(x) =     5132.772  |       648.2819     4482.246     2.244142
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5131.251  |       648.0296     4480.975     2.246887
 x =         1 | f(x) =     5114.658  |       645.3687     4467.012     2.277491
 x =  0.381966 | f(x) =     5124.202  |       646.7884     4475.155      2.25852
 x =  0.618034 | f(x) =      5120.59  |       646.2391     4472.085     2.265744
 x =  0.763932 | f(x) =     5118.074  |       645.8201     4469.984     2.270222
 x =  0.854102 | f(x) =     5116.483  |       645.5459     4468.665     2.272995
 x =   0.90983 | f(x) =     5115.489  |       645.3718     4467.842     2.274711
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5113.944  |       645.1173     4466.549     2.277491
 x =         1 | f(x) =     5097.497  |       642.6618     4452.527     2.308463
 x =  0.381966 | f(x) =     5106.725  |        643.844     4460.592     2.289275
 x =  0.618034 | f(x) =     5103.098  |       643.2994     4457.502     2.296598
 x =  0.763932 | f(x) =     5100.679  |       642.9634     4455.415     2.301124
 x =  0.854102 | f(x) =     5099.157  |       642.7437     4454.109     2.303926
 x =   0.90983 | f(x) =     5098.211  |       642.6029     4453.303     2.305658
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.095224
   Total Core solution elapsed time:       34.4395
   Linear solver elapsed time:             17.4227 (51%)

   Total elapsed time: 0 hrs 0 min 34 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90952e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   40.0062 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        51.744 &gt; 10 %
   Convergence criterion: max(du)                 0.000156722
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24132e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.83978 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.93163 &lt; 10 %
   Convergence criterion: max(du)                 1.86578e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.03774 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.37988 &lt; 10 %
   Convergence criterion: max(du)                 7.83442e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88245e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.258198 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07426 &lt; 10 %
   Convergence criterion: max(du)                 3.84522e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58824e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79148e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.579836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        42.6946 &gt; 10 %
   Convergence criterion: max(du)                 0.000129592
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99126e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.181112 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.8599 &lt; 10 %
   Convergence criterion: max(du)                 1.22631e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68854e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.29581 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        23.2133 &gt; 10 %
   Convergence criterion: max(du)                 5.30421e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91978e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0922583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.30905 &lt; 10 %
   Convergence criterion: max(du)                 1.56862e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95065e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87503e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.198505 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.4286 &gt; 10 %
   Convergence criterion: max(du)                 4.50849e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.054312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.66342 &lt; 10 %
   Convergence criterion: max(du)                 2.38723e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58291e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78478e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.165193 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        10.4077 &gt; 10 %
   Convergence criterion: max(du)                 4.82107e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7931e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0476213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.44265 &lt; 10 %
   Convergence criterion: max(du)                 2.84468e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69739e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.23914e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149263 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.21398 &lt; 10 %
   Convergence criterion: max(du)                 4.63752e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64538e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71524e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.157105 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.33302 &lt; 10 %
   Convergence criterion: max(du)                 5.19675e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72829e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77528e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.154827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.22583 &lt; 10 %
   Convergence criterion: max(du)                 5.03355e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56814e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15421e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149702 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.67201 &lt; 10 %
   Convergence criterion: max(du)                 4.4308e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61005e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.03734e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.144213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.15722 &lt; 10 %
   Convergence criterion: max(du)                 3.64248e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74865e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93401e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.138839 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.91063 &lt; 10 %
   Convergence criterion: max(du)                 2.8626e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72024e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.19677e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.133785 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.98574 &lt; 10 %
   Convergence criterion: max(du)                 2.20048e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.46812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.85773e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.34244 &lt; 10 %
   Convergence criterion: max(du)                 1.69106e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02537e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124927 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.90948 &lt; 10 %
   Convergence criterion: max(du)                 1.32356e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63951e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.86254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121046 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.61812 &lt; 10 %
   Convergence criterion: max(du)                 1.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03551e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.117504 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.41647 &lt; 10 %
   Convergence criterion: max(du)                 8.93782e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64591e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18116e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.114284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.27046 &lt; 10 %
   Convergence criterion: max(du)                 7.73462e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87198e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67711e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111367 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.1594 &lt; 10 %
   Convergence criterion: max(du)                 6.88107e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83576e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11616e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07113 &lt; 10 %
   Convergence criterion: max(du)                 6.24711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.55526e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77307e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.998493 &lt; 10 %
   Convergence criterion: max(du)                 5.75025e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.48799e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.2087e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104206 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.937125 &lt; 10 %
   Convergence criterion: max(du)                 5.3407e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74106e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91336e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.884247 &lt; 10 %
   Convergence criterion: max(du)                 4.98966e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.286e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99161e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100465 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.838226 &lt; 10 %
   Convergence criterion: max(du)                 4.68095e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84422e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988228 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.797679 &lt; 10 %
   Convergence criterion: max(du)                 4.40552e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8138e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0973049 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.761639 &lt; 10 %
   Convergence criterion: max(du)                 4.15807e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09589 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.729262 &lt; 10 %
   Convergence criterion: max(du)                 3.93508e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0945622 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.699987 &lt; 10 %
   Convergence criterion: max(du)                 3.73383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74985e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88185e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0933088 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.673373 &lt; 10 %
   Convergence criterion: max(du)                 3.55194e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91575e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0921186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.649074 &lt; 10 %
   Convergence criterion: max(du)                 3.38733e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80901e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.33172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0909765 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.626782 &lt; 10 %
   Convergence criterion: max(du)                 3.23787e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.20306e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.16272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0898938 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606266 &lt; 10 %
   Convergence criterion: max(du)                 3.1018e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73396e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0888679 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.587377 &lt; 10 %
   Convergence criterion: max(du)                 2.97749e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79668e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67047e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878845 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.570048 &lt; 10 %
   Convergence criterion: max(du)                 2.86347e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56368e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9056e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0869359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.554064 &lt; 10 %
   Convergence criterion: max(du)                 2.75845e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0860176 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.539173 &lt; 10 %
   Convergence criterion: max(du)                 2.6613e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69165e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8763e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0851273 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.525203 &lt; 10 %
   Convergence criterion: max(du)                 2.5711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63712e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09545e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0842647 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.51205 &lt; 10 %
   Convergence criterion: max(du)                 2.48706e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.84864e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96674e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0834299 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.499628 &lt; 10 %
   Convergence criterion: max(du)                 2.40854e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78077e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.1026e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0826229 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.487841 &lt; 10 %
   Convergence criterion: max(du)                 2.33498e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90875e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.081843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.47662 &lt; 10 %
   Convergence criterion: max(du)                 2.2659e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.05651e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0810856 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.465877 &lt; 10 %
   Convergence criterion: max(du)                 2.20091e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93212e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99869e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0803506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.455531 &lt; 10 %
   Convergence criterion: max(du)                 2.13964e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.00827e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.37624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0796359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445517 &lt; 10 %
   Convergence criterion: max(du)                 2.08176e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74662e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99065e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.07894 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.435768 &lt; 10 %
   Convergence criterion: max(du)                 2.02701e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53725e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.28058e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0782614 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.42629 &lt; 10 %
   Convergence criterion: max(du)                 1.97513e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78874e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.25214e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0775988 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.417072 &lt; 10 %
   Convergence criterion: max(du)                 1.9259e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.75042e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0769509 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.408118 &lt; 10 %
   Convergence criterion: max(du)                 1.8791e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74869e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01767e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763168 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.399417 &lt; 10 %
   Convergence criterion: max(du)                 1.83457e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.52109e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.36705e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.390975 &lt; 10 %
   Convergence criterion: max(du)                 1.79214e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8633e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0750865 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.382779 &lt; 10 %
   Convergence criterion: max(du)                 1.75173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12025e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8378e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0744891 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.374844 &lt; 10 %
   Convergence criterion: max(du)                 1.71313e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60042e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11485e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0739079 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.362827 &lt; 10 %
   Convergence criterion: max(du)                 1.6621e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57742e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.06592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733373 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.350628 &lt; 10 %
   Convergence criterion: max(du)                 1.60939e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.51613e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79029e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0727769 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.33879 &lt; 10 %
   Convergence criterion: max(du)                 1.55893e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67588e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81957e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0722264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327423 &lt; 10 %
   Convergence criterion: max(du)                 1.51167e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50432e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0716855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.316536 &lt; 10 %
   Convergence criterion: max(du)                 1.4676e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.562e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02964e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0711543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.306126 &lt; 10 %
   Convergence criterion: max(du)                 1.42643e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73521e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09792e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706323 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296179 &lt; 10 %
   Convergence criterion: max(du)                 1.38775e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80906e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.95938e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0701194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.286654 &lt; 10 %
   Convergence criterion: max(du)                 1.35119e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.98092e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0696153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.277549 &lt; 10 %
   Convergence criterion: max(du)                 1.3164e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98381e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9844e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0691199 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.268864 &lt; 10 %
   Convergence criterion: max(du)                 1.28311e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07484e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.758e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.068633 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.260586 &lt; 10 %
   Convergence criterion: max(du)                 1.25112e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69713e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92384e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0681543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.252703 &lt; 10 %
   Convergence criterion: max(du)                 1.22026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79956e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676835 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.245188 &lt; 10 %
   Convergence criterion: max(du)                 1.19043e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79287e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.08947e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0672203 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.237927 &lt; 10 %
   Convergence criterion: max(du)                 1.16154e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70839e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18706e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0667652 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.231092 &lt; 10 %
   Convergence criterion: max(du)                 1.13352e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90053e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84323e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0663172 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.22462 &lt; 10 %
   Convergence criterion: max(du)                 1.10633e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91333e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78985e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0658764 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.218499 &lt; 10 %
   Convergence criterion: max(du)                 1.0799e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81785e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92864e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0654425 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.212706 &lt; 10 %
   Convergence criterion: max(du)                 1.0542e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63054e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87888e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.20725 &lt; 10 %
   Convergence criterion: max(du)                 1.02919e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74963e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645949 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.202082 &lt; 10 %
   Convergence criterion: max(du)                 1.00482e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75649e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.30722e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0641809 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.197233 &lt; 10 %
   Convergence criterion: max(du)                 9.81074e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01542e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0637733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.192578 &lt; 10 %
   Convergence criterion: max(du)                 9.57908e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64894e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60291e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063372 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188381 &lt; 10 %
   Convergence criterion: max(du)                 9.3529e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56683e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.04033e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0629767 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.18449 &lt; 10 %
   Convergence criterion: max(du)                 9.13182e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80818e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.27249e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0625876 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.180899 &lt; 10 %
   Convergence criterion: max(du)                 8.91577e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67921e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.879e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0622044 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.177604 &lt; 10 %
   Convergence criterion: max(du)                 8.70459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.872e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79439e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0618266 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.174598 &lt; 10 %
   Convergence criterion: max(du)                 8.49801e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0614541 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171868 &lt; 10 %
   Convergence criterion: max(du)                 8.42481e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80772e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0610872 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.169371 &lt; 10 %
   Convergence criterion: max(du)                 8.5016e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86548e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.89853e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0607257 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166878 &lt; 10 %
   Convergence criterion: max(du)                 8.56847e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603694 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164926 &lt; 10 %
   Convergence criterion: max(du)                 8.62499e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08446e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7682e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0600192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.163357 &lt; 10 %
   Convergence criterion: max(du)                 8.72759e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01176e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0596741 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162021 &lt; 10 %
   Convergence criterion: max(du)                 8.81599e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.65875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87281e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0593326 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160712 &lt; 10 %
   Convergence criterion: max(du)                 8.84127e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68685e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.07254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0589956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159568 &lt; 10 %
   Convergence criterion: max(du)                 8.8477e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69546e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0586632 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158695 &lt; 10 %
   Convergence criterion: max(du)                 8.83843e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61119e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00821e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0583353 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158032 &lt; 10 %
   Convergence criterion: max(du)                 8.81648e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80817e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93141e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0580117 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157615 &lt; 10 %
   Convergence criterion: max(du)                 8.78242e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7051e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0576926 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157574 &lt; 10 %
   Convergence criterion: max(du)                 8.73655e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77091e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69493e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0573778 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157866 &lt; 10 %
   Convergence criterion: max(du)                 8.67918e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83501e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88302e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0570669 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158338 &lt; 10 %
   Convergence criterion: max(du)                 8.61067e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75347e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94201e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0567599 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158938 &lt; 10 %
   Convergence criterion: max(du)                 8.53142e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71259e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564556 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159689 &lt; 10 %
   Convergence criterion: max(du)                 8.44192e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73268e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0561557 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160629 &lt; 10 %
   Convergence criterion: max(du)                 8.34268e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.5454e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15088e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05586 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.161758 &lt; 10 %
   Convergence criterion: max(du)                 8.23427e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75477e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87441e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0555678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162987 &lt; 10 %
   Convergence criterion: max(du)                 8.11726e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86581e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62004e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0552798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164309 &lt; 10 %
   Convergence criterion: max(du)                 7.9923e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8555e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9794e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0549959 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166002 &lt; 10 %
   Convergence criterion: max(du)                 7.86001e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81538e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547161 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.167956 &lt; 10 %
   Convergence criterion: max(du)                 7.74989e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80103e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.10986
   Total Core solution elapsed time:       31.2808
   Linear solver elapsed time:             15.6572 (50%)

   Total elapsed time: 0 hrs 0 min 31 sec
loading results from cluster
   Step 5: Plotting
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-IceflowModels 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.060264
   Total Core solution elapsed time:       0.088913
   Linear solver elapsed time:             0.012181 (14%)

   Total elapsed time: 0 hrs 0 min 0 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-IceflowModels 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.060264
   Total Core solution elapsed time:       0.088913
   Linear solver elapsed time:             0.012181 (14%)

   Total elapsed time: 0 hrs 0 min 0 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Inversion 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031583
   Total Core solution elapsed time:       0.217021
   Linear solver elapsed time:             0.188316 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031445
   Total Core solution elapsed time:       0.220026
   Linear solver elapsed time:             0.189896 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294              │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04              │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195              │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651              │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8              │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3              │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6              │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9              │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26              │
│ 10 │ f(x)=    52.098 │   4.15e-07 │      52.1              │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46              │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28              │
│ 13 │ f(x)=    9.8225 │   1.14e-07 │     9.822              │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809              │
│ 15 │ f(x)=    2.4895 │   9.36e-08 │      2.49              │
│ 16 │ f(x)=    1.7087 │    3.9e-08 │     1.709              │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355              │
│ 18 │ f(x)=   0.88095 │   4.29e-08 │    0.8809              │
│ 19 │ f(x)=   0.47917 │   1.58e-08 │    0.4792              │
│ 20 │ f(x)=   0.39798 │   1.12e-08 │     0.398              │
│ 21 │ f(x)=   0.32618 │    1.1e-08 │    0.3262              │
│ 22 │ f(x)=   0.20219 │   9.75e-09 │    0.2022              │
│ 23 │ f(x)=   0.19258 │      2e-08 │    0.1926              │
│ 24 │ f(x)=   0.13083 │      9e-09 │    0.1308              │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.037693
   Total Core solution elapsed time:       4.01147
   Linear solver elapsed time:             3.4179  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-30    │
│  2 │ f(x)=     71319 │   0.000249 │ 7.132e+04     3.972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0007499    │
│  4 │ f(x)=    2627.9 │   1.74e-05 │      2627     1.297    │
│  5 │ f(x)=    501.86 │   3.38e-06 │     501.8   0.07914    │
│  6 │ f(x)=    727.82 │   7.39e-06 │     726.8     1.025    │
│  7 │ f(x)=    161.71 │   1.37e-06 │     161.4    0.2828    │
│  8 │ f(x)=    110.74 │   1.54e-06 │     110.1    0.6226    │
│  9 │ f(x)=    75.417 │   7.01e-07 │     74.86    0.5524    │
│ 10 │ f(x)=    50.079 │   3.95e-07 │     49.47    0.6103    │
│ 11 │ f(x)=    27.016 │   2.74e-07 │     26.23    0.7915    │
│ 12 │ f(x)=    15.765 │   1.64e-07 │     14.96     0.806    │
│ 13 │ f(x)=    10.429 │   1.16e-07 │     9.679    0.7495    │
│ 14 │ f(x)=    6.1855 │    9.8e-08 │      5.48     0.706    │
│ 15 │ f(x)=     2.894 │   8.74e-08 │     2.219    0.6751    │
│ 16 │ f(x)=    2.0594 │   3.93e-08 │     1.444    0.6159    │
│ 17 │ f(x)=    1.6545 │   3.92e-08 │      1.06    0.5944    │
│ 18 │ f(x)=    1.2382 │   3.66e-08 │    0.6934    0.5447    │
│ 19 │ f(x)=   0.93157 │   2.26e-08 │    0.4485    0.4831    │
│ 20 │ f(x)=   0.82377 │   1.47e-08 │    0.3782    0.4455    │
│ 21 │ f(x)=   0.73206 │   1.53e-08 │    0.3127    0.4193    │
│ 22 │ f(x)=   0.60194 │   1.25e-08 │    0.2118    0.3902    │
│ 23 │ f(x)=   0.56118 │    1.3e-08 │    0.1899    0.3713    │
│ 24 │ f(x)=   0.54169 │   7.15e-09 │    0.1757     0.366    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038062
   Total Core solution elapsed time:       4.01567
   Linear solver elapsed time:             3.4088  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Inversion 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031583
   Total Core solution elapsed time:       0.217021
   Linear solver elapsed time:             0.188316 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031445
   Total Core solution elapsed time:       0.220026
   Linear solver elapsed time:             0.189896 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294              │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04              │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195              │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651              │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8              │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3              │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6              │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9              │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26              │
│ 10 │ f(x)=    52.098 │   4.15e-07 │      52.1              │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46              │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28              │
│ 13 │ f(x)=    9.8225 │   1.14e-07 │     9.822              │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809              │
│ 15 │ f(x)=    2.4895 │   9.36e-08 │      2.49              │
│ 16 │ f(x)=    1.7087 │    3.9e-08 │     1.709              │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355              │
│ 18 │ f(x)=   0.88095 │   4.29e-08 │    0.8809              │
│ 19 │ f(x)=   0.47917 │   1.58e-08 │    0.4792              │
│ 20 │ f(x)=   0.39798 │   1.12e-08 │     0.398              │
│ 21 │ f(x)=   0.32618 │    1.1e-08 │    0.3262              │
│ 22 │ f(x)=   0.20219 │   9.75e-09 │    0.2022              │
│ 23 │ f(x)=   0.19258 │      2e-08 │    0.1926              │
│ 24 │ f(x)=   0.13083 │      9e-09 │    0.1308              │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.037693
   Total Core solution elapsed time:       4.01147
   Linear solver elapsed time:             3.4179  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-30    │
│  2 │ f(x)=     71319 │   0.000249 │ 7.132e+04     3.972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0007499    │
│  4 │ f(x)=    2627.9 │   1.74e-05 │      2627     1.297    │
│  5 │ f(x)=    501.86 │   3.38e-06 │     501.8   0.07914    │
│  6 │ f(x)=    727.82 │   7.39e-06 │     726.8     1.025    │
│  7 │ f(x)=    161.71 │   1.37e-06 │     161.4    0.2828    │
│  8 │ f(x)=    110.74 │   1.54e-06 │     110.1    0.6226    │
│  9 │ f(x)=    75.417 │   7.01e-07 │     74.86    0.5524    │
│ 10 │ f(x)=    50.079 │   3.95e-07 │     49.47    0.6103    │
│ 11 │ f(x)=    27.016 │   2.74e-07 │     26.23    0.7915    │
│ 12 │ f(x)=    15.765 │   1.64e-07 │     14.96     0.806    │
│ 13 │ f(x)=    10.429 │   1.16e-07 │     9.679    0.7495    │
│ 14 │ f(x)=    6.1855 │    9.8e-08 │      5.48     0.706    │
│ 15 │ f(x)=     2.894 │   8.74e-08 │     2.219    0.6751    │
│ 16 │ f(x)=    2.0594 │   3.93e-08 │     1.444    0.6159    │
│ 17 │ f(x)=    1.6545 │   3.92e-08 │      1.06    0.5944    │
│ 18 │ f(x)=    1.2382 │   3.66e-08 │    0.6934    0.5447    │
│ 19 │ f(x)=   0.93157 │   2.26e-08 │    0.4485    0.4831    │
│ 20 │ f(x)=   0.82377 │   1.47e-08 │    0.3782    0.4455    │
│ 21 │ f(x)=   0.73206 │   1.53e-08 │    0.3127    0.4193    │
│ 22 │ f(x)=   0.60194 │   1.25e-08 │    0.2118    0.3902    │
│ 23 │ f(x)=   0.56118 │    1.3e-08 │    0.1899    0.3713    │
│ 24 │ f(x)=   0.54169 │   7.15e-09 │    0.1757     0.366    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038062
   Total Core solution elapsed time:       4.01567
   Linear solver elapsed time:             3.4088  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Jakobshavn 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 3007
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating thicknesses
   Interpolating bedrock topography
   Constructing surface elevation
   Interpolating velocities
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file Jakobshavn.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     83691.82  |       83608.87      82.9538
 x =         1 | f(x) =     71282.22  |       71202.56     79.65915
====================== step 2/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     71434.03  |       71354.35     79.67283
 x =         1 | f(x) =     61944.77  |       61868.32      76.4542
====================== step 3/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     61661.08  |       61584.65     76.42878
 x =         1 | f(x) =     55044.64  |       54971.17     73.46996
====================== step 4/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     54783.23  |       54709.79     73.44058
 x =         1 | f(x) =     49978.08  |       49907.35      70.7277
====================== step 5/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     49772.38  |       49701.68     70.70017
 x =         1 | f(x) =     46134.88  |       46066.67     68.21092
====================== step 6/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     45971.44  |       45903.26     68.18565
 x =         1 | f(x) =     43246.98  |       43181.03     65.95402
====================== step 7/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     43116.42  |       43050.49     65.93162
 x =         1 | f(x) =     41186.24  |        41122.2     64.04128
====================== step 8/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41086.83  |       41022.81     64.02207
 x =         1 | f(x) =     39691.01  |       39628.64     62.36093
====================== step 9/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39617.72  |       39555.37     62.34435
 x =         1 | f(x) =     38647.74  |       38586.78     60.96179
====================== step 10/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      38542.7  |       38481.76     60.93448
 x =         1 | f(x) =     37742.73  |       37683.01     59.72204
====================== step 11/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37651.01  |       37591.32     59.69631
 x =         1 | f(x) =      36980.6  |          36922     58.60387
====================== step 12/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36901.71  |       36843.13     58.58021
 x =         1 | f(x) =     36328.21  |       36270.64     57.57771
====================== step 13/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36259.35  |       36201.79     57.55583
 x =         1 | f(x) =     35760.77  |       35704.15      56.6245
====================== step 14/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35699.86  |       35643.25     56.60405
 x =         1 | f(x) =     35257.21  |       35201.48      55.7326
====================== step 15/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35202.45  |       35146.74     55.71261
 x =         1 | f(x) =     34832.95  |       34778.07     54.88295
====================== step 16/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34786.61  |       34731.75     54.86544
 x =         1 | f(x) =     34479.86  |       34425.78     54.08727
 x =  0.381966 | f(x) =     34579.35  |       34524.82     54.53269
 x =  0.618034 | f(x) =     34536.62  |       34482.25     54.36682
 x =  0.763932 | f(x) =     34495.21  |       34440.96      54.2533
 x =  0.854102 | f(x) =     34462.49  |       34408.31     54.17991
 x =   0.90983 | f(x) =     34438.41  |       34384.27      54.1331
====================== step 17/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34428.06  |       34373.94     54.12786
 x =         1 | f(x) =     34186.62  |       34133.22     53.39879
 x =  0.381966 | f(x) =     34281.41  |       34227.59     53.82491
 x =  0.618034 | f(x) =     34245.75  |       34192.08     53.66858
 x =  0.763932 | f(x) =      34211.4  |       34157.84     53.56115
 x =  0.854102 | f(x) =     34184.23  |       34130.74     53.49158
 x =   0.90983 | f(x) =     34164.21  |       34110.77      53.4472
====================== step 18/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34155.78  |       34102.33     53.44227
 x =         1 | f(x) =     33946.97  |       33894.23     52.74752
 x =  0.381966 | f(x) =     34030.65  |       33977.49      53.1537
 x =  0.618034 | f(x) =     34000.42  |       33947.42     53.00515
 x =  0.763932 | f(x) =     33970.44  |       33917.53     52.90262
 x =  0.854102 | f(x) =     33946.39  |       33893.55     52.83617
 x =   0.90983 | f(x) =      33928.5  |        33875.7     52.79378
====================== step 19/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33920.82  |       33868.03       52.789
 x =         1 | f(x) =     33740.96  |       33688.83     52.12422
 x =  0.381966 | f(x) =     33811.12  |       33758.61     52.51346
 x =  0.618034 | f(x) =     33784.82  |       33732.45     52.37163
 x =  0.763932 | f(x) =     33759.33  |       33707.05     52.27353
 x =  0.854102 | f(x) =     33739.07  |       33686.86     52.20992
 x =   0.90983 | f(x) =      33724.1  |       33671.93     52.16935
====================== step 20/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33717.79  |       33665.62     52.16487
 x =         1 | f(x) =     33583.19  |       33531.66     51.52454
 x =  0.381966 | f(x) =     33635.61  |       33583.71     51.90026
 x =  0.618034 | f(x) =     33615.74  |       33563.98     51.76344
 x =  0.763932 | f(x) =        33597  |       33545.33     51.66875
 x =  0.854102 | f(x) =     33582.39  |       33530.78     51.60748
 x =   0.90983 | f(x) =     33571.73  |       33520.16     51.56847
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.075332
   Total Core solution elapsed time:       12.6694
   Linear solver elapsed time:             8.72782 (69%)

   Total elapsed time: 0 hrs 0 min 12 sec
loading results from cluster
   Plotting
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Jakobshavn 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 3007
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating thicknesses
   Interpolating bedrock topography
   Constructing surface elevation
   Interpolating velocities
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file Jakobshavn.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     83691.82  |       83608.87      82.9538
 x =         1 | f(x) =     71282.22  |       71202.56     79.65915
====================== step 2/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     71434.03  |       71354.35     79.67283
 x =         1 | f(x) =     61944.77  |       61868.32      76.4542
====================== step 3/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     61661.08  |       61584.65     76.42878
 x =         1 | f(x) =     55044.64  |       54971.17     73.46996
====================== step 4/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     54783.23  |       54709.79     73.44058
 x =         1 | f(x) =     49978.08  |       49907.35      70.7277
====================== step 5/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     49772.38  |       49701.68     70.70017
 x =         1 | f(x) =     46134.88  |       46066.67     68.21092
====================== step 6/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     45971.44  |       45903.26     68.18565
 x =         1 | f(x) =     43246.98  |       43181.03     65.95402
====================== step 7/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     43116.42  |       43050.49     65.93162
 x =         1 | f(x) =     41186.24  |        41122.2     64.04128
====================== step 8/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41086.83  |       41022.81     64.02207
 x =         1 | f(x) =     39691.01  |       39628.64     62.36093
====================== step 9/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39617.72  |       39555.37     62.34435
 x =         1 | f(x) =     38647.74  |       38586.78     60.96179
====================== step 10/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      38542.7  |       38481.76     60.93448
 x =         1 | f(x) =     37742.73  |       37683.01     59.72204
====================== step 11/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37651.01  |       37591.32     59.69631
 x =         1 | f(x) =      36980.6  |          36922     58.60387
====================== step 12/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36901.71  |       36843.13     58.58021
 x =         1 | f(x) =     36328.21  |       36270.64     57.57771
====================== step 13/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36259.35  |       36201.79     57.55583
 x =         1 | f(x) =     35760.77  |       35704.15      56.6245
====================== step 14/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35699.86  |       35643.25     56.60405
 x =         1 | f(x) =     35257.21  |       35201.48      55.7326
====================== step 15/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35202.45  |       35146.74     55.71261
 x =         1 | f(x) =     34832.95  |       34778.07     54.88295
====================== step 16/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34786.61  |       34731.75     54.86544
 x =         1 | f(x) =     34479.86  |       34425.78     54.08727
 x =  0.381966 | f(x) =     34579.35  |       34524.82     54.53269
 x =  0.618034 | f(x) =     34536.62  |       34482.25     54.36682
 x =  0.763932 | f(x) =     34495.21  |       34440.96      54.2533
 x =  0.854102 | f(x) =     34462.49  |       34408.31     54.17991
 x =   0.90983 | f(x) =     34438.41  |       34384.27      54.1331
====================== step 17/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34428.06  |       34373.94     54.12786
 x =         1 | f(x) =     34186.62  |       34133.22     53.39879
 x =  0.381966 | f(x) =     34281.41  |       34227.59     53.82491
 x =  0.618034 | f(x) =     34245.75  |       34192.08     53.66858
 x =  0.763932 | f(x) =      34211.4  |       34157.84     53.56115
 x =  0.854102 | f(x) =     34184.23  |       34130.74     53.49158
 x =   0.90983 | f(x) =     34164.21  |       34110.77      53.4472
====================== step 18/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34155.78  |       34102.33     53.44227
 x =         1 | f(x) =     33946.97  |       33894.23     52.74752
 x =  0.381966 | f(x) =     34030.65  |       33977.49      53.1537
 x =  0.618034 | f(x) =     34000.42  |       33947.42     53.00515
 x =  0.763932 | f(x) =     33970.44  |       33917.53     52.90262
 x =  0.854102 | f(x) =     33946.39  |       33893.55     52.83617
 x =   0.90983 | f(x) =      33928.5  |        33875.7     52.79378
====================== step 19/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33920.82  |       33868.03       52.789
 x =         1 | f(x) =     33740.96  |       33688.83     52.12422
 x =  0.381966 | f(x) =     33811.12  |       33758.61     52.51346
 x =  0.618034 | f(x) =     33784.82  |       33732.45     52.37163
 x =  0.763932 | f(x) =     33759.33  |       33707.05     52.27353
 x =  0.854102 | f(x) =     33739.07  |       33686.86     52.20992
 x =   0.90983 | f(x) =      33724.1  |       33671.93     52.16935
====================== step 20/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33717.79  |       33665.62     52.16487
 x =         1 | f(x) =     33583.19  |       33531.66     51.52454
 x =  0.381966 | f(x) =     33635.61  |       33583.71     51.90026
 x =  0.618034 | f(x) =     33615.74  |       33563.98     51.76344
 x =  0.763932 | f(x) =        33597  |       33545.33     51.66875
 x =  0.854102 | f(x) =     33582.39  |       33530.78     51.60748
 x =   0.90983 | f(x) =     33571.73  |       33520.16     51.56847
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.075332
   Total Core solution elapsed time:       12.6694
   Linear solver elapsed time:             8.72782 (69%)

   Total elapsed time: 0 hrs 0 min 12 sec
loading results from cluster
   Plotting
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-LcurveAnalysis 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.033237
   Total Core solution elapsed time:       0.208019
   Linear solver elapsed time:             0.181663 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.032188
   Total Core solution elapsed time:       0.222645
   Linear solver elapsed time:             0.191724 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
------------------------------------------------------------
      alpha iteration: 1/31, alpha value: 1e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0003972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-08    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0001327    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 7.927e-06    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0001068    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 2.844e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 6.549e-05    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 5.715e-05    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 6.311e-05    │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46 8.565e-05    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 9.124e-05    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822 9.174e-05    │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809 9.448e-05    │
│ 15 │ f(x)=    2.4896 │   9.36e-08 │     2.489 0.0001059    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0001056    │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355 0.0001093    │
│ 18 │ f(x)=   0.88103 │   4.29e-08 │    0.8809 0.0001114    │
│ 19 │ f(x)=   0.47927 │   1.58e-08 │    0.4791 0.0001157    │
│ 20 │ f(x)=   0.39808 │   1.12e-08 │     0.398 0.0001159    │
│ 21 │ f(x)=   0.32628 │    1.1e-08 │    0.3262 0.0001175    │
│ 22 │ f(x)=   0.20229 │   9.75e-09 │    0.2022 0.0001245    │
│ 23 │ f(x)=    0.1927 │      2e-08 │    0.1926  0.000128    │
│ 24 │ f(x)=   0.13094 │      9e-09 │    0.1308 0.0001282    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038019
   Total Core solution elapsed time:       4.03123
   Linear solver elapsed time:             3.42475 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 2/31, alpha value: 1.9953e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0007924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.496e-07    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0002648    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 1.582e-05    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0002131    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 5.675e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0001307    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.000114    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0001259    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0001709    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28  0.000182    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822  0.000183    │
│ 14 │ f(x)=    5.8088 │   9.69e-08 │     5.809 0.0001885    │
│ 15 │ f(x)=    2.4897 │   9.36e-08 │     2.489 0.0002114    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0002107    │
│ 17 │ f(x)=     1.355 │   3.96e-08 │     1.355  0.000218    │
│ 18 │ f(x)=   0.88111 │   4.29e-08 │    0.8809 0.0002223    │
│ 19 │ f(x)=   0.47936 │   1.58e-08 │    0.4791 0.0002308    │
│ 20 │ f(x)=   0.39819 │   1.12e-08 │     0.398 0.0002313    │
│ 21 │ f(x)=   0.32639 │    1.1e-08 │    0.3262 0.0002344    │
│ 22 │ f(x)=    0.2024 │   9.75e-09 │    0.2022 0.0002484    │
│ 23 │ f(x)=   0.19282 │      2e-08 │    0.1926 0.0002552    │
│ 24 │ f(x)=   0.13105 │      9e-09 │    0.1308 0.0002557    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040899
   Total Core solution elapsed time:       4.00263
   Linear solver elapsed time:             3.40043 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 3/31, alpha value: 3.9811e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.001581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.986e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651 0.0005284    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 3.156e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0004251    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0001132    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0002607    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0002275    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0002512    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46  0.000341    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 0.0003632    │
│ 13 │ f(x)=    9.8228 │   1.14e-07 │     9.822 0.0003652    │
│ 14 │ f(x)=     5.809 │   9.69e-08 │     5.809 0.0003761    │
│ 15 │ f(x)=    2.4898 │   9.36e-08 │     2.489 0.0004217    │
│ 16 │ f(x)=     1.709 │    3.9e-08 │     1.709 0.0004203    │
│ 17 │ f(x)=    1.3551 │   3.96e-08 │     1.355 0.0004349    │
│ 18 │ f(x)=   0.88126 │   4.29e-08 │    0.8808 0.0004435    │
│ 19 │ f(x)=   0.47955 │   1.58e-08 │    0.4791 0.0004603    │
│ 20 │ f(x)=   0.39839 │   1.11e-08 │    0.3979 0.0004613    │
│ 21 │ f(x)=    0.3266 │    1.1e-08 │    0.3261 0.0004675    │
│ 22 │ f(x)=   0.20261 │   9.75e-09 │    0.2021 0.0004953    │
│ 23 │ f(x)=   0.19306 │      2e-08 │    0.1926 0.0005089    │
│ 24 │ f(x)=   0.13126 │      9e-09 │    0.1308 0.0005098    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037631
   Total Core solution elapsed time:       4.0284 
   Linear solver elapsed time:             3.41916 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 4/31, alpha value: 7.9433e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.003155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 5.957e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.001054    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 6.297e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0008482    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0002259    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0005202    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0004539    │
│ 10 │ f(x)=    52.096 │   4.15e-07 │      52.1 0.0005013    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0006803    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28 0.0007247    │
│ 13 │ f(x)=    9.8232 │   1.14e-07 │     9.822 0.0007286    │
│ 14 │ f(x)=    5.8092 │   9.69e-08 │     5.808 0.0007503    │
│ 15 │ f(x)=    2.4901 │   9.36e-08 │     2.489 0.0008413    │
│ 16 │ f(x)=    1.7093 │    3.9e-08 │     1.708 0.0008383    │
│ 17 │ f(x)=    1.3554 │   3.96e-08 │     1.355 0.0008676    │
│ 18 │ f(x)=   0.88158 │   4.29e-08 │    0.8807 0.0008846    │
│ 19 │ f(x)=   0.47993 │   1.58e-08 │     0.479  0.000918    │
│ 20 │ f(x)=    0.3988 │   1.11e-08 │    0.3979 0.0009198    │
│ 21 │ f(x)=   0.32703 │    1.1e-08 │    0.3261 0.0009321    │
│ 22 │ f(x)=   0.20304 │   9.74e-09 │     0.202 0.0009873    │
│ 23 │ f(x)=   0.19354 │      2e-08 │    0.1925  0.001014    │
│ 24 │ f(x)=    0.1317 │   8.99e-09 │    0.1307  0.001016    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037636
   Total Core solution elapsed time:       3.98818
   Linear solver elapsed time:             3.38506 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 5/31, alpha value: 1.5849e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.006294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.189e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.002104    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 0.0001256    │
│  6 │ f(x)=    749.27 │   7.53e-06 │     749.3  0.001692    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0004508    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9  0.001038    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0009057    │
│ 10 │ f(x)=    52.095 │   4.15e-07 │     52.09     0.001    │
│ 11 │ f(x)=    26.464 │   2.72e-07 │     26.46  0.001357    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28  0.001446    │
│ 13 │ f(x)=    9.8239 │   1.14e-07 │     9.822  0.001454    │
│ 14 │ f(x)=    5.8098 │   9.69e-08 │     5.808  0.001497    │
│ 15 │ f(x)=    2.4907 │   9.36e-08 │     2.489  0.001678    │
│ 16 │ f(x)=    1.7099 │    3.9e-08 │     1.708  0.001672    │
│ 17 │ f(x)=     1.356 │   3.96e-08 │     1.354   0.00173    │
│ 18 │ f(x)=   0.88221 │   4.29e-08 │    0.8804  0.001764    │
│ 19 │ f(x)=   0.48069 │   1.58e-08 │    0.4789   0.00183    │
│ 20 │ f(x)=   0.39962 │   1.11e-08 │    0.3978  0.001833    │
│ 21 │ f(x)=   0.32787 │    1.1e-08 │     0.326  0.001857    │
│ 22 │ f(x)=   0.20388 │   9.74e-09 │    0.2019  0.001966    │
│ 23 │ f(x)=   0.19449 │      2e-08 │    0.1925  0.002017    │
│ 24 │ f(x)=   0.13256 │   8.99e-09 │    0.1305   0.00202    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038056
   Total Core solution elapsed time:       4.01399
   Linear solver elapsed time:             3.41067 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 6/31, alpha value: 3.1623e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.01256    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.372e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.004197    │
│  5 │ f(x)=    506.81 │   3.41e-06 │     506.8 0.0002507    │
│  6 │ f(x)=    749.23 │   7.53e-06 │     749.2  0.003376    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0008995    │
│  8 │ f(x)=    112.92 │    1.6e-06 │     112.9  0.002071    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.001807    │
│ 10 │ f(x)=    52.092 │   4.15e-07 │     52.09  0.001995    │
│ 11 │ f(x)=    26.465 │   2.72e-07 │     26.46  0.002708    │
│ 12 │ f(x)=    15.281 │   1.65e-07 │     15.28  0.002884    │
│ 13 │ f(x)=    9.8253 │   1.14e-07 │     9.822  0.002899    │
│ 14 │ f(x)=     5.811 │   9.69e-08 │     5.808  0.002985    │
│ 15 │ f(x)=    2.4918 │   9.36e-08 │     2.488  0.003345    │
│ 16 │ f(x)=     1.711 │    3.9e-08 │     1.708  0.003332    │
│ 17 │ f(x)=    1.3571 │   3.96e-08 │     1.354  0.003447    │
│ 18 │ f(x)=   0.88346 │   4.29e-08 │      0.88  0.003513    │
│ 19 │ f(x)=   0.48219 │   1.58e-08 │    0.4785  0.003643    │
│ 20 │ f(x)=   0.40124 │   1.11e-08 │    0.3976  0.003648    │
│ 21 │ f(x)=   0.32955 │    1.1e-08 │    0.3259  0.003694    │
│ 22 │ f(x)=   0.20555 │   9.73e-09 │    0.2016  0.003905    │
│ 23 │ f(x)=   0.19636 │   2.01e-08 │    0.1924     0.004    │
│ 24 │ f(x)=   0.13426 │   8.97e-09 │    0.1303  0.004005    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037605
   Total Core solution elapsed time:       4.05934
   Linear solver elapsed time:             3.44478 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 7/31, alpha value: 6.3096e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.02506    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 4.732e-06    │
│  4 │ f(x)=      2651 │   1.75e-05 │      2651  0.008374    │
│  5 │ f(x)=    506.79 │   3.41e-06 │     506.8 0.0005002    │
│  6 │ f(x)=    749.16 │   7.53e-06 │     749.2  0.006736    │
│  7 │ f(x)=    165.54 │   1.42e-06 │     165.5  0.001795    │
│  8 │ f(x)=    112.91 │    1.6e-06 │     112.9  0.004131    │
│  9 │ f(x)=     75.26 │   6.92e-07 │     75.26  0.003605    │
│ 10 │ f(x)=    52.086 │   4.15e-07 │     52.08  0.003981    │
│ 11 │ f(x)=    26.467 │   2.72e-07 │     26.46  0.005401    │
│ 12 │ f(x)=    15.283 │   1.65e-07 │     15.28  0.005752    │
│ 13 │ f(x)=    9.8281 │   1.14e-07 │     9.822  0.005781    │
│ 14 │ f(x)=    5.8133 │   9.69e-08 │     5.807   0.00595    │
│ 15 │ f(x)=    2.4941 │   9.36e-08 │     2.487  0.006662    │
│ 16 │ f(x)=    1.7133 │   3.89e-08 │     1.707  0.006634    │
│ 17 │ f(x)=    1.3593 │   3.96e-08 │     1.352  0.006861    │
│ 18 │ f(x)=   0.88595 │   4.28e-08 │     0.879  0.006987    │
│ 19 │ f(x)=   0.48517 │   1.58e-08 │    0.4779  0.007237    │
│ 20 │ f(x)=   0.40445 │   1.11e-08 │    0.3972  0.007242    │
│ 21 │ f(x)=   0.33288 │    1.1e-08 │    0.3255  0.007328    │
│ 22 │ f(x)=   0.20884 │   9.71e-09 │    0.2011  0.007725    │
│ 23 │ f(x)=   0.20004 │   2.02e-08 │    0.1922  0.007888    │
│ 24 │ f(x)=   0.13758 │   8.95e-09 │    0.1297  0.007893    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039229
   Total Core solution elapsed time:       3.97878
   Linear solver elapsed time:             3.38103 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 8/31, alpha value: 1.2589e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04      0.05    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 9.441e-06    │
│  4 │ f(x)=    2650.9 │   1.75e-05 │      2651   0.01671    │
│  5 │ f(x)=    506.76 │   3.41e-06 │     506.8  0.000998    │
│  6 │ f(x)=    749.03 │   7.53e-06 │       749   0.01344    │
│  7 │ f(x)=    165.52 │   1.42e-06 │     165.5  0.003581    │
│  8 │ f(x)=     112.9 │    1.6e-06 │     112.9  0.008239    │
│  9 │ f(x)=    75.261 │   6.92e-07 │     75.25  0.007192    │
│ 10 │ f(x)=    52.075 │   4.15e-07 │     52.07  0.007942    │
│ 11 │ f(x)=    26.472 │   2.72e-07 │     26.46   0.01077    │
│ 12 │ f(x)=    15.287 │   1.65e-07 │     15.28   0.01147    │
│ 13 │ f(x)=    9.8336 │   1.14e-07 │     9.822   0.01152    │
│ 14 │ f(x)=    5.8178 │   9.69e-08 │     5.806   0.01185    │
│ 15 │ f(x)=    2.4987 │   9.35e-08 │     2.485   0.01325    │
│ 16 │ f(x)=    1.7179 │   3.89e-08 │     1.705   0.01318    │
│ 17 │ f(x)=    1.3636 │   3.95e-08 │      1.35   0.01362    │
│ 18 │ f(x)=   0.89087 │   4.28e-08 │     0.877   0.01385    │
│ 19 │ f(x)=   0.49105 │   1.58e-08 │    0.4767   0.01432    │
│ 20 │ f(x)=   0.41077 │   1.11e-08 │    0.3965   0.01431    │
│ 21 │ f(x)=    0.3394 │    1.1e-08 │    0.3249   0.01445    │
│ 22 │ f(x)=   0.21524 │   9.68e-09 │    0.2001   0.01515    │
│ 23 │ f(x)=   0.20712 │   2.03e-08 │    0.1917   0.01538    │
│ 24 │ f(x)=   0.14393 │   8.92e-09 │    0.1286   0.01537    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043271
   Total Core solution elapsed time:       4.2233 
   Linear solver elapsed time:             3.57289 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 9/31, alpha value: 2.5119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.09976    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.884e-05    │
│  4 │ f(x)=    2650.6 │   1.75e-05 │      2651   0.03332    │
│  5 │ f(x)=     506.7 │    3.4e-06 │     506.7  0.001991    │
│  6 │ f(x)=    748.75 │   7.53e-06 │     748.7    0.0268    │
│  7 │ f(x)=    165.47 │   1.42e-06 │     165.5  0.007144    │
│  8 │ f(x)=    112.87 │    1.6e-06 │     112.9   0.01643    │
│  9 │ f(x)=    75.263 │   6.92e-07 │     75.25   0.01434    │
│ 10 │ f(x)=    52.052 │   4.15e-07 │     52.04   0.01584    │
│ 11 │ f(x)=    26.482 │   2.72e-07 │     26.46   0.02147    │
│ 12 │ f(x)=    15.295 │   1.65e-07 │     15.27   0.02285    │
│ 13 │ f(x)=    9.8446 │   1.14e-07 │     9.822   0.02292    │
│ 14 │ f(x)=    5.8268 │   9.69e-08 │     5.803   0.02354    │
│ 15 │ f(x)=    2.5076 │   9.34e-08 │     2.481   0.02626    │
│ 16 │ f(x)=    1.7268 │   3.89e-08 │     1.701   0.02608    │
│ 17 │ f(x)=    1.3721 │   3.95e-08 │     1.345   0.02691    │
│ 18 │ f(x)=   0.90047 │   4.27e-08 │    0.8732    0.0273    │
│ 19 │ f(x)=   0.50251 │   1.57e-08 │    0.4744   0.02808    │
│ 20 │ f(x)=   0.42306 │   1.11e-08 │    0.3951   0.02799    │
│ 21 │ f(x)=   0.35201 │    1.1e-08 │    0.3238   0.02819    │
│ 22 │ f(x)=   0.22742 │   9.65e-09 │    0.1982   0.02924    │
│ 23 │ f(x)=   0.22033 │   2.06e-08 │     0.191   0.02932    │
│ 24 │ f(x)=   0.15559 │   8.91e-09 │    0.1263   0.02925    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038748
   Total Core solution elapsed time:       4.09635
   Linear solver elapsed time:             3.47162 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 10/31, alpha value: 5.0119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04     0.199    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 3.759e-05    │
│  4 │ f(x)=      2650 │   1.75e-05 │      2650   0.06645    │
│  5 │ f(x)=    506.57 │    3.4e-06 │     506.6  0.003973    │
│  6 │ f(x)=     748.2 │   7.53e-06 │     748.1   0.05341    │
│  7 │ f(x)=    165.37 │   1.42e-06 │     165.4   0.01425    │
│  8 │ f(x)=    112.81 │    1.6e-06 │     112.8   0.03274    │
│  9 │ f(x)=    75.268 │   6.92e-07 │     75.24   0.02859    │
│ 10 │ f(x)=    52.006 │   4.14e-07 │     51.97   0.03157    │
│ 11 │ f(x)=    26.501 │   2.72e-07 │     26.46   0.04275    │
│ 12 │ f(x)=     15.31 │   1.65e-07 │     15.26   0.04544    │
│ 13 │ f(x)=    9.8662 │   1.14e-07 │     9.821   0.04549    │
│ 14 │ f(x)=    5.8443 │   9.69e-08 │     5.798   0.04661    │
│ 15 │ f(x)=     2.525 │   9.33e-08 │     2.473   0.05169    │
│ 16 │ f(x)=    1.7441 │   3.89e-08 │     1.693   0.05117    │
│ 17 │ f(x)=    1.3885 │   3.94e-08 │     1.336   0.05264    │
│ 18 │ f(x)=   0.91888 │   4.25e-08 │    0.8657   0.05313    │
│ 19 │ f(x)=   0.52432 │   1.57e-08 │    0.4701   0.05419    │
│ 20 │ f(x)=   0.44626 │   1.11e-08 │    0.3925   0.05373    │
│ 21 │ f(x)=   0.37552 │    1.1e-08 │    0.3217    0.0538    │
│ 22 │ f(x)=   0.24904 │    9.7e-09 │    0.1943    0.0547    │
│ 23 │ f(x)=   0.24513 │   2.14e-08 │    0.1915   0.05361    │
│ 24 │ f(x)=   0.17588 │   9.03e-09 │    0.1225   0.05334    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039679
   Total Core solution elapsed time:       3.96383
   Linear solver elapsed time:             3.36843 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 11/31, alpha value: 1e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.3972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-05    │
│  4 │ f(x)=    2648.8 │   1.75e-05 │      2649    0.1324    │
│  5 │ f(x)=    506.33 │    3.4e-06 │     506.3  0.007926    │
│  6 │ f(x)=     747.1 │   7.52e-06 │       747    0.1063    │
│  7 │ f(x)=    165.17 │   1.41e-06 │     165.1   0.02843    │
│  8 │ f(x)=     112.7 │    1.6e-06 │     112.6   0.06515    │
│  9 │ f(x)=    75.277 │   6.93e-07 │     75.22   0.05695    │
│ 10 │ f(x)=    51.914 │   4.13e-07 │     51.85   0.06289    │
│ 11 │ f(x)=    26.538 │   2.72e-07 │     26.45   0.08494    │
│ 12 │ f(x)=     15.34 │   1.65e-07 │     15.25   0.09009    │
│ 13 │ f(x)=    9.9083 │   1.14e-07 │     9.818   0.08979    │
│ 14 │ f(x)=    5.8778 │   9.68e-08 │     5.786   0.09155    │
│ 15 │ f(x)=    2.5582 │   9.29e-08 │     2.458    0.1005    │
│ 16 │ f(x)=    1.7765 │   3.88e-08 │     1.678   0.09881    │
│ 17 │ f(x)=    1.4188 │   3.94e-08 │     1.318    0.1011    │
│ 18 │ f(x)=   0.95274 │   4.21e-08 │    0.8517     0.101    │
│ 19 │ f(x)=   0.56408 │   1.58e-08 │    0.4627    0.1014    │
│ 20 │ f(x)=     0.488 │   1.12e-08 │    0.3884   0.09956    │
│ 21 │ f(x)=   0.41705 │   1.12e-08 │    0.3184   0.09862    │
│ 22 │ f(x)=   0.28568 │      1e-08 │     0.189   0.09667    │
│ 23 │ f(x)=   0.28121 │   2.25e-08 │    0.1903   0.09089    │
│ 24 │ f(x)=   0.20437 │   9.54e-09 │    0.1145   0.08988    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039813
   Total Core solution elapsed time:       4.03256
   Linear solver elapsed time:             3.44036 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 12/31, alpha value: 1.9953e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.7924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0001496    │
│  4 │ f(x)=    2646.5 │   1.75e-05 │      2646    0.2636    │
│  5 │ f(x)=    505.83 │    3.4e-06 │     505.8   0.01581    │
│  6 │ f(x)=    744.93 │    7.5e-06 │     744.7    0.2113    │
│  7 │ f(x)=    164.78 │   1.41e-06 │     164.7   0.05669    │
│  8 │ f(x)=    112.47 │   1.59e-06 │     112.3    0.1293    │
│  9 │ f(x)=    75.295 │   6.93e-07 │     75.18    0.1133    │
│ 10 │ f(x)=    51.727 │   4.11e-07 │      51.6     0.125    │
│ 11 │ f(x)=    26.608 │   2.72e-07 │     26.44    0.1681    │
│ 12 │ f(x)=    15.398 │   1.64e-07 │     15.22    0.1775    │
│ 13 │ f(x)=    9.9877 │   1.14e-07 │     9.812    0.1754    │
│ 14 │ f(x)=    5.9387 │   9.68e-08 │     5.762    0.1771    │
│ 15 │ f(x)=    2.6183 │   9.23e-08 │     2.428    0.1904    │
│ 16 │ f(x)=    1.8337 │   3.87e-08 │     1.649    0.1851    │
│ 17 │ f(x)=    1.4709 │   3.93e-08 │     1.284    0.1873    │
│ 18 │ f(x)=    1.0103 │   4.16e-08 │    0.8264     0.184    │
│ 19 │ f(x)=   0.63073 │   1.61e-08 │    0.4515    0.1793    │
│ 20 │ f(x)=   0.55607 │   1.16e-08 │    0.3829    0.1732    │
│ 21 │ f(x)=   0.48233 │    1.2e-08 │     0.314    0.1683    │
│ 22 │ f(x)=    0.3383 │    1.1e-08 │    0.1828    0.1555    │
│ 23 │ f(x)=   0.32401 │   2.36e-08 │    0.1865    0.1375    │
│ 24 │ f(x)=   0.23509 │   1.04e-08 │    0.1012    0.1339    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037875
   Total Core solution elapsed time:       4.01017
   Linear solver elapsed time:             3.4055  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 13/31, alpha value: 3.9811e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0002986    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641    0.5236    │
│  5 │ f(x)=    504.84 │    3.4e-06 │     504.8   0.03154    │
│  6 │ f(x)=    740.62 │   7.47e-06 │     740.2    0.4182    │
│  7 │ f(x)=       164 │    1.4e-06 │     163.9     0.113    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2555    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2244    │
│ 10 │ f(x)=    51.343 │   4.07e-07 │      51.1    0.2478    │
│ 11 │ f(x)=    26.736 │   2.73e-07 │     26.41      0.33    │
│ 12 │ f(x)=    15.505 │   1.64e-07 │     15.16    0.3454    │
│ 13 │ f(x)=    10.129 │   1.15e-07 │     9.793    0.3359    │
│ 14 │ f(x)=    6.0385 │    9.7e-08 │     5.706    0.3329    │
│ 15 │ f(x)=    2.7172 │   9.13e-08 │     2.372     0.345    │
│ 16 │ f(x)=    1.9222 │   3.89e-08 │     1.594    0.3282    │
│ 17 │ f(x)=    1.5474 │   3.95e-08 │     1.221    0.3262    │
│ 18 │ f(x)=     1.095 │   4.08e-08 │    0.7836    0.3114    │
│ 19 │ f(x)=   0.72886 │   1.74e-08 │    0.4387    0.2902    │
│ 20 │ f(x)=   0.65102 │   1.27e-08 │    0.3776    0.2734    │
│ 21 │ f(x)=    0.5688 │   1.37e-08 │    0.3102    0.2586    │
│ 22 │ f(x)=   0.40718 │   1.27e-08 │    0.1807    0.2265    │
│ 23 │ f(x)=   0.35477 │   1.95e-08 │    0.1576    0.1972    │
│ 24 │ f(x)=   0.28407 │   9.59e-09 │   0.09237    0.1917    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037509
   Total Core solution elapsed time:       4.03228
   Linear solver elapsed time:             3.41936 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 14/31, alpha value: 7.9433e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-30    │
│  2 │ f(x)=     71318 │   0.000249 │ 7.132e+04     3.155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0005957    │
│  4 │ f(x)=    2632.6 │   1.75e-05 │      2632     1.035    │
│  5 │ f(x)=    502.88 │   3.39e-06 │     502.8   0.06289    │
│  6 │ f(x)=    732.15 │   7.42e-06 │     731.3    0.8211    │
│  7 │ f(x)=    162.48 │   1.38e-06 │     162.3    0.2249    │
│  8 │ f(x)=    111.16 │   1.55e-06 │     110.7    0.4996    │
│  9 │ f(x)=     75.39 │   6.99e-07 │     74.95    0.4418    │
│ 10 │ f(x)=    50.528 │      4e-07 │     50.04     0.488    │
│ 11 │ f(x)=    26.939 │   2.73e-07 │      26.3    0.6385    │
│ 12 │ f(x)=    15.686 │   1.64e-07 │     15.03    0.6564    │
│ 13 │ f(x)=    10.347 │   1.15e-07 │     9.727    0.6193    │
│ 14 │ f(x)=    6.1591 │   9.76e-08 │     5.566     0.593    │
│ 15 │ f(x)=    2.8498 │    8.9e-08 │      2.27    0.5799    │
│ 16 │ f(x)=    2.0279 │   3.93e-08 │     1.493    0.5346    │
│ 17 │ f(x)=    1.6307 │   3.96e-08 │     1.112     0.519    │
│ 18 │ f(x)=    1.1982 │   3.85e-08 │    0.7189    0.4792    │
│ 19 │ f(x)=   0.86622 │   2.08e-08 │    0.4383    0.4279    │
│ 20 │ f(x)=   0.77055 │   1.41e-08 │    0.3755    0.3951    │
│ 21 │ f(x)=    0.6789 │   1.52e-08 │    0.3095    0.3694    │
│ 22 │ f(x)=   0.53209 │   1.29e-08 │    0.1964    0.3357    │
│ 23 │ f(x)=   0.48606 │   1.48e-08 │    0.1726    0.3134    │
│ 24 │ f(x)=   0.45428 │    7.4e-09 │    0.1458    0.3085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.04114
   Total Core solution elapsed time:       3.99619
   Linear solver elapsed time:             3.39537 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 15/31, alpha value: 1.5849e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-30    │
│  2 │ f(x)=     71321 │   0.000249 │ 7.132e+04     6.294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.001188    │
│  4 │ f(x)=    2614.6 │   1.74e-05 │      2613     2.027    │
│  5 │ f(x)=    498.99 │   3.37e-06 │     498.9    0.1253    │
│  6 │ f(x)=    715.74 │    7.3e-06 │     714.2     1.586    │
│  7 │ f(x)=    159.59 │   1.34e-06 │     159.1    0.4465    │
│  8 │ f(x)=     109.6 │   1.51e-06 │     108.6    0.9585    │
│  9 │ f(x)=    75.481 │   7.07e-07 │     74.62    0.8584    │
│ 10 │ f(x)=      48.7 │   3.84e-07 │     47.75    0.9505    │
│ 11 │ f(x)=    27.145 │   2.73e-07 │     25.94     1.202    │
│ 12 │ f(x)=    15.936 │   1.64e-07 │     14.74     1.191    │
│ 13 │ f(x)=    10.553 │   1.17e-07 │     9.487     1.066    │
│ 14 │ f(x)=    6.1427 │   9.86e-08 │     5.177    0.9655    │
│ 15 │ f(x)=    2.9664 │   8.05e-08 │     2.076    0.8903    │
│ 16 │ f(x)=    2.1124 │   3.89e-08 │     1.309    0.8031    │
│ 17 │ f(x)=     1.701 │   3.68e-08 │    0.9295    0.7715    │
│ 18 │ f(x)=    1.3505 │   3.01e-08 │    0.6506    0.6999    │
│ 19 │ f(x)=    1.1135 │   2.42e-08 │    0.4919    0.6217    │
│ 20 │ f(x)=   0.98023 │   1.54e-08 │    0.4035    0.5768    │
│ 21 │ f(x)=   0.89005 │   1.36e-08 │    0.3359    0.5542    │
│ 22 │ f(x)=   0.80506 │      1e-08 │    0.2687    0.5364    │
│ 23 │ f(x)=   0.77753 │   9.51e-09 │     0.254    0.5236    │
│ 24 │ f(x)=    0.7725 │   5.22e-09 │    0.2529    0.5196    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038703
   Total Core solution elapsed time:       3.93255
   Linear solver elapsed time:             3.34467 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 16/31, alpha value: 3.1623e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-30    │
│  2 │ f(x)=     71328 │   0.000249 │ 7.132e+04     12.56    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.002371    │
│  4 │ f(x)=    2579.7 │   1.72e-05 │      2576     3.899    │
│  5 │ f(x)=    491.37 │   3.34e-06 │     491.1    0.2491    │
│  6 │ f(x)=    684.91 │   7.08e-06 │     681.9     2.971    │
│  7 │ f(x)=    154.31 │   1.26e-06 │     153.4    0.8809    │
│  8 │ f(x)=    106.96 │   1.42e-06 │     105.2     1.772    │
│  9 │ f(x)=     75.54 │   7.22e-07 │     73.91     1.626    │
│ 10 │ f(x)=    44.378 │   3.49e-07 │     42.55     1.826    │
│ 11 │ f(x)=    26.817 │   2.68e-07 │     24.66     2.155    │
│ 12 │ f(x)=    16.012 │   1.64e-07 │     14.03     1.986    │
│ 13 │ f(x)=    10.337 │   1.21e-07 │     8.699     1.638    │
│ 14 │ f(x)=    5.5311 │   9.32e-08 │     4.102     1.429    │
│ 15 │ f(x)=    3.1484 │    5.6e-08 │     1.806     1.343    │
│ 16 │ f(x)=     2.315 │   3.11e-08 │     1.092     1.223    │
│ 17 │ f(x)=    1.8526 │   2.32e-08 │     0.751     1.102    │
│ 18 │ f(x)=    1.6139 │   2.65e-08 │    0.6366    0.9773    │
│ 19 │ f(x)=    1.4507 │   1.58e-08 │    0.5291    0.9216    │
│ 20 │ f(x)=    1.3946 │   7.97e-09 │    0.4847    0.9099    │
│ 21 │ f(x)=    1.3627 │   4.73e-09 │    0.4615    0.9012    │
│ 22 │ f(x)=    1.3529 │   2.96e-09 │    0.4574    0.8955    │
│ 23 │ f(x)=    1.3518 │   1.53e-09 │    0.4584    0.8934    │
│ 24 │ f(x)=    1.3503 │   1.11e-09 │    0.4562    0.8941    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038139
   Total Core solution elapsed time:       3.8483 
   Linear solver elapsed time:             3.26105 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 17/31, alpha value: 6.3096e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-29    │
│  2 │ f(x)=     71340 │   0.000249 │ 7.132e+04     25.06    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.004729    │
│  4 │ f(x)=    2514.6 │   1.69e-05 │      2507     7.231    │
│  5 │ f(x)=    476.73 │   3.27e-06 │     476.2     0.492    │
│  6 │ f(x)=    630.13 │   6.69e-06 │     624.9     5.245    │
│  7 │ f(x)=    145.64 │   1.12e-06 │     143.9     1.711    │
│  8 │ f(x)=    103.26 │   1.28e-06 │     100.2     3.061    │
│  9 │ f(x)=    75.109 │   7.54e-07 │     72.17     2.936    │
│ 10 │ f(x)=    35.538 │   2.92e-07 │     32.03     3.504    │
│ 11 │ f(x)=    23.763 │   2.37e-07 │     20.43     3.337    │
│ 12 │ f(x)=    12.756 │    1.5e-07 │     10.16     2.596    │
│ 13 │ f(x)=    8.4958 │   1.21e-07 │     6.236     2.259    │
│ 14 │ f(x)=    4.2447 │   1.44e-07 │     2.058     2.186    │
│ 15 │ f(x)=    3.7719 │   4.92e-08 │     1.792      1.98    │
│ 16 │ f(x)=    3.5023 │   4.11e-08 │     1.557     1.945    │
│ 17 │ f(x)=    2.9667 │   5.72e-08 │     1.111     1.856    │
│ 18 │ f(x)=    2.7003 │   4.19e-08 │    0.9679     1.732    │
│ 19 │ f(x)=    2.4567 │   1.29e-08 │    0.8783     1.578    │
│ 20 │ f(x)=    2.4154 │   8.32e-09 │     0.861     1.554    │
│ 21 │ f(x)=    2.3868 │    5.1e-09 │    0.8364      1.55    │
│ 22 │ f(x)=    2.3732 │   2.58e-09 │    0.8241     1.549    │
│ 23 │ f(x)=     2.368 │   1.47e-09 │    0.8177      1.55    │
│ 24 │ f(x)=    2.3671 │   1.04e-09 │    0.8168      1.55    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.0372 
   Total Core solution elapsed time:       3.71373
   Linear solver elapsed time:             3.15608 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 18/31, alpha value: 1.2589e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-29    │
│  2 │ f(x)=     71365 │    0.00025 │ 7.132e+04        50    │
│  3 │ f(x)=    1194.8 │   5.01e-06 │      1195  0.009429    │
│  4 │ f(x)=    2400.9 │   1.64e-05 │      2388     12.48    │
│  5 │ f(x)=    449.89 │   3.14e-06 │     448.9    0.9526    │
│  6 │ f(x)=    542.72 │   6.03e-06 │     534.4     8.318    │
│  7 │ f(x)=     134.5 │   9.25e-07 │     131.3     3.189    │
│  8 │ f(x)=    99.858 │   1.09e-06 │     95.13     4.728    │
│  9 │ f(x)=    71.497 │   8.08e-07 │     66.59     4.908    │
│ 10 │ f(x)=    27.361 │   2.91e-07 │     22.58     4.781    │
│ 11 │ f(x)=    18.463 │   1.81e-07 │     14.19     4.269    │
│ 12 │ f(x)=    13.458 │   1.52e-07 │     9.475     3.983    │
│ 13 │ f(x)=     9.126 │   1.55e-07 │     5.443     3.683    │
│ 14 │ f(x)=    6.0482 │   1.09e-07 │     2.429     3.619    │
│ 15 │ f(x)=    5.5774 │   7.11e-08 │     2.322     3.255    │
│ 16 │ f(x)=    5.1381 │   5.25e-08 │     2.029     3.109    │
│ 17 │ f(x)=    4.3403 │   2.96e-08 │     1.498     2.842    │
│ 18 │ f(x)=     4.243 │   1.55e-08 │     1.539     2.704    │
│ 19 │ f(x)=    4.2032 │   1.01e-08 │     1.532     2.671    │
│ 20 │ f(x)=    4.1959 │      5e-09 │     1.534     2.662    │
│ 21 │ f(x)=     4.186 │   3.03e-09 │     1.526      2.66    │
│ 22 │ f(x)=    4.1745 │   1.95e-09 │     1.514     2.661    │
│ 23 │ f(x)=    4.1698 │   8.56e-10 │     1.509     2.661    │
│ 24 │ f(x)=    4.1694 │   7.63e-10 │     1.508     2.661    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038366
   Total Core solution elapsed time:       3.57333
   Linear solver elapsed time:             3.03804 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 19/31, alpha value: 2.5119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-29    │
│  2 │ f(x)=     71415 │    0.00025 │ 7.132e+04     99.76    │
│  3 │ f(x)=    1194.9 │      5e-06 │      1195   0.01879    │
│  4 │ f(x)=    2229.3 │   1.55e-05 │      2210     18.88    │
│  5 │ f(x)=    406.67 │   2.92e-06 │     404.9     1.731    │
│  6 │ f(x)=     428.3 │   5.09e-06 │     417.1     11.18    │
│  7 │ f(x)=    127.62 │   8.59e-07 │     122.2     5.376    │
│  8 │ f(x)=    99.767 │   9.13e-07 │     93.47     6.301    │
│  9 │ f(x)=    50.151 │   7.36e-07 │     42.46     7.691    │
│ 10 │ f(x)=    25.942 │    2.9e-07 │     19.57     6.376    │
│ 11 │ f(x)=    17.735 │   1.49e-07 │      11.3     6.435    │
│ 12 │ f(x)=    14.856 │   1.54e-07 │     8.565     6.291    │
│ 13 │ f(x)=    10.305 │   1.29e-07 │     4.442     5.863    │
│ 14 │ f(x)=    7.9344 │   9.54e-08 │     2.604      5.33    │
│ 15 │ f(x)=    7.5698 │   8.64e-08 │     2.521     5.048    │
│ 16 │ f(x)=    7.5498 │   2.22e-08 │     2.934     4.616    │
│ 17 │ f(x)=    7.4841 │   1.98e-08 │     2.894      4.59    │
│ 18 │ f(x)=    7.4563 │   1.59e-08 │     2.958     4.498    │
│ 19 │ f(x)=    7.3577 │   1.14e-08 │     2.862     4.496    │
│ 20 │ f(x)=    7.3385 │   7.56e-09 │     2.857     4.482    │
│ 21 │ f(x)=    7.3376 │   2.51e-09 │     2.855     4.483    │
│ 22 │ f(x)=      7.34 │   1.37e-09 │     2.858     4.482    │
│ 23 │ f(x)=    7.3403 │   2.24e-09 │     2.858     4.483    │
│ 24 │ f(x)=    7.3399 │   2.28e-09 │     2.857     4.483    │
│ 25 │ f(x)=    7.3397 │   2.31e-09 │     2.857     4.483    │
│ 26 │ f(x)=    7.3396 │   2.33e-09 │     2.857     4.483    │
│ 27 │ f(x)=    7.3396 │   2.34e-09 │     2.857     4.483    │
│ 28 │ f(x)=    7.3396 │   2.35e-09 │     2.857     4.483    │
│ 29 │ f(x)=    7.3396 │   2.36e-09 │     2.857     4.483    │
│ 30 │ f(x)=    7.3395 │   2.36e-09 │     2.857     4.483    │
│ 31 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 32 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 33 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 34 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 35 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 36 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 37 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 38 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 39 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 40 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03738
   Total Core solution elapsed time:       3.91158
   Linear solver elapsed time:             3.25703 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 20/31, alpha value: 5.0119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-29    │
│  2 │ f(x)=     71514 │    0.00025 │ 7.132e+04       199    │
│  3 │ f(x)=      1195 │      5e-06 │      1195   0.03739    │
│  4 │ f(x)=    2048.3 │   1.46e-05 │      2024     24.08    │
│  5 │ f(x)=    360.35 │   2.64e-06 │     357.7     2.687    │
│  6 │ f(x)=    325.84 │   4.11e-06 │     313.1     12.77    │
│  7 │ f(x)=    119.09 │   8.06e-07 │     113.1     6.017    │
│  8 │ f(x)=     95.44 │   6.52e-07 │     88.47     6.972    │
│  9 │ f(x)=    56.855 │      8e-07 │     46.92     9.931    │
│ 10 │ f(x)=    39.071 │   4.61e-07 │     29.55     9.516    │
│ 11 │ f(x)=    24.564 │   1.86e-07 │     14.58     9.987    │
│ 12 │ f(x)=    21.157 │      2e-07 │     11.15     10.01    │
│ 13 │ f(x)=    15.703 │   1.63e-07 │     6.414     9.289    │
│ 14 │ f(x)=    13.315 │   1.76e-07 │      4.56     8.755    │
│ 15 │ f(x)=    12.983 │   8.69e-08 │     5.057     7.927    │
│ 16 │ f(x)=     13.11 │   2.89e-08 │     5.509     7.601    │
│ 17 │ f(x)=    12.992 │   7.42e-08 │     5.144     7.849    │
│ 18 │ f(x)=    12.988 │   7.43e-08 │     5.139     7.849    │
│ 19 │ f(x)=    12.988 │   7.49e-08 │     5.136     7.853    │
│ 20 │ f(x)=    12.991 │   7.79e-08 │      5.12     7.871    │
│ 21 │ f(x)=    12.991 │   8.06e-08 │     5.104     7.887    │
│ 22 │ f(x)=     12.99 │   8.25e-08 │     5.091     7.899    │
│ 23 │ f(x)=    12.991 │   8.38e-08 │     5.084     7.907    │
│ 24 │ f(x)=     12.99 │   8.47e-08 │     5.077     7.913    │
│ 25 │ f(x)=    12.991 │   8.54e-08 │     5.074     7.917    │
│ 26 │ f(x)=     12.99 │   8.58e-08 │     5.071      7.92    │
│ 27 │ f(x)=     12.99 │   8.62e-08 │     5.068     7.922    │
│ 28 │ f(x)=    12.989 │   8.64e-08 │     5.066     7.923    │
│ 29 │ f(x)=    12.989 │   8.65e-08 │     5.064     7.924    │
│ 30 │ f(x)=    12.988 │   8.66e-08 │     5.063     7.925    │
│ 31 │ f(x)=    12.988 │   8.67e-08 │     5.063     7.925    │
│ 32 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 33 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 34 │ f(x)=    12.988 │   8.68e-08 │     5.061     7.926    │
│ 35 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 36 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 37 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 38 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 39 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 40 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.927    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03766
   Total Core solution elapsed time:       3.75618
   Linear solver elapsed time:             3.12502 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 21/31, alpha value: 1e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-28    │
│  2 │ f(x)=     71712 │   0.000251 │ 7.132e+04     397.2    │
│  3 │ f(x)=    1195.3 │   4.99e-06 │      1195   0.07421    │
│  4 │ f(x)=    2034.2 │   1.44e-05 │      1998     36.28    │
│  5 │ f(x)=     370.6 │   2.67e-06 │     366.8     3.796    │
│  6 │ f(x)=    313.11 │   3.94e-06 │     296.6     16.48    │
│  7 │ f(x)=    125.45 │    7.9e-07 │     117.9     7.531    │
│  8 │ f(x)=    102.68 │   6.55e-07 │      93.8     8.884    │
│  9 │ f(x)=    58.868 │    7.4e-07 │     44.27     14.59    │
│ 10 │ f(x)=    42.858 │   3.92e-07 │     28.75     14.11    │
│ 11 │ f(x)=    30.214 │   2.06e-07 │     15.55     14.66    │
│ 12 │ f(x)=    27.069 │   2.27e-07 │     12.64     14.43    │
│ 13 │ f(x)=    23.067 │   2.36e-07 │     8.939     14.13    │
│ 14 │ f(x)=    22.643 │   1.56e-07 │       9.7     12.94    │
│ 15 │ f(x)=    22.918 │   7.35e-08 │     10.63     12.29    │
│ 16 │ f(x)=    22.676 │   1.41e-07 │      9.84     12.84    │
│ 17 │ f(x)=    22.669 │   1.41e-07 │     9.832     12.84    │
│ 18 │ f(x)=    22.668 │   1.42e-07 │     9.826     12.84    │
│ 19 │ f(x)=    22.671 │   1.45e-07 │     9.804     12.87    │
│ 20 │ f(x)=    22.668 │   1.48e-07 │     9.778     12.89    │
│ 21 │ f(x)=    22.663 │   1.51e-07 │     9.757     12.91    │
│ 22 │ f(x)=    22.663 │   1.52e-07 │     9.746     12.92    │
│ 23 │ f(x)=     22.66 │   1.53e-07 │     9.736     12.92    │
│ 24 │ f(x)=    22.657 │   1.54e-07 │     9.727     12.93    │
│ 25 │ f(x)=    22.655 │   1.54e-07 │     9.721     12.93    │
│ 26 │ f(x)=    22.653 │   1.55e-07 │     9.716     12.94    │
│ 27 │ f(x)=    22.651 │   1.55e-07 │     9.713     12.94    │
│ 28 │ f(x)=     22.65 │   1.55e-07 │      9.71     12.94    │
│ 29 │ f(x)=     22.65 │   1.55e-07 │     9.709     12.94    │
│ 30 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 31 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 32 │ f(x)=    22.649 │   1.56e-07 │     9.706     12.94    │
│ 33 │ f(x)=    22.648 │   1.56e-07 │     9.706     12.94    │
│ 34 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 35 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 36 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 37 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 38 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 39 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 40 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038551
   Total Core solution elapsed time:       3.48131
   Linear solver elapsed time:             2.90275 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 22/31, alpha value: 1.9953e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-28    │
│  2 │ f(x)=     72108 │   0.000253 │ 7.132e+04     792.4    │
│  3 │ f(x)=    1195.9 │   4.97e-06 │      1196    0.1465    │
│  4 │ f(x)=    2249.2 │   1.52e-05 │      2170     78.89    │
│  5 │ f(x)=    455.91 │   3.14e-06 │     450.1     5.763    │
│  6 │ f(x)=    537.82 │   6.68e-06 │     467.6     70.18    │
│  7 │ f(x)=    174.46 │   1.51e-06 │     160.5        14    │
│  8 │ f(x)=    144.68 │   1.36e-06 │     130.8     13.91    │
│  9 │ f(x)=    115.64 │   8.91e-07 │     102.3     13.33    │
│ 10 │ f(x)=    61.962 │   4.33e-07 │      39.9     22.06    │
│ 11 │ f(x)=    53.493 │   9.28e-07 │     28.45     25.04    │
│ 12 │ f(x)=    49.873 │   3.75e-07 │     28.32     21.56    │
│ 13 │ f(x)=    46.699 │    2.3e-07 │     26.23     20.47    │
│ 14 │ f(x)=    43.816 │   2.46e-07 │     24.24     19.57    │
│ 15 │ f(x)=    40.609 │   1.99e-07 │     21.69     18.92    │
│ 16 │ f(x)=    39.455 │   4.62e-07 │        20     19.45    │
│ 17 │ f(x)=     38.82 │   8.48e-08 │     20.27     18.55    │
│ 18 │ f(x)=    38.667 │   5.97e-08 │     20.08     18.58    │
│ 19 │ f(x)=    38.202 │   5.57e-08 │     19.58     18.62    │
│ 20 │ f(x)=    37.955 │   1.12e-07 │     19.18     18.77    │
│ 21 │ f(x)=    37.924 │   2.27e-08 │     19.24     18.69    │
│ 22 │ f(x)=    37.924 │   1.12e-08 │     19.25     18.67    │
│ 23 │ f(x)=    37.924 │   1.93e-08 │     19.24     18.68    │
│ 24 │ f(x)=    37.884 │   8.41e-09 │     19.18      18.7    │
│ 25 │ f(x)=     37.89 │   6.51e-09 │      19.2     18.69    │
│ 26 │ f(x)=    37.883 │   7.86e-09 │     19.18      18.7    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040811
   Total Core solution elapsed time:       3.74742
   Linear solver elapsed time:             3.14202 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 23/31, alpha value: 3.9811e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-28    │
│  2 │ f(x)=     72896 │   0.000256 │ 7.132e+04      1581    │
│  3 │ f(x)=      1197 │   4.93e-06 │      1197    0.2863    │
│  4 │ f(x)=    1854.5 │   1.38e-05 │      1744     110.7    │
│  5 │ f(x)=    363.81 │   2.86e-06 │     350.1      13.7    │
│  6 │ f(x)=    554.86 │   9.89e-06 │     387.8       167    │
│  7 │ f(x)=    223.29 │   1.96e-06 │     207.5      15.8    │
│  8 │ f(x)=    189.12 │   1.58e-06 │     172.7     16.37    │
│  9 │ f(x)=    158.91 │   1.06e-06 │     144.4     14.47    │
│ 10 │ f(x)=    100.33 │   8.39e-07 │     76.79     23.54    │
│ 11 │ f(x)=    89.996 │   2.69e-06 │     43.01     46.99    │
│ 12 │ f(x)=    81.884 │   5.22e-07 │     54.14     27.74    │
│ 13 │ f(x)=    80.243 │   3.75e-07 │     53.47     26.78    │
│ 14 │ f(x)=    74.268 │    3.9e-07 │     48.44     25.83    │
│ 15 │ f(x)=    71.276 │      5e-07 │     45.88      25.4    │
│ 16 │ f(x)=      67.8 │   2.32e-07 │     42.17     25.63    │
│ 17 │ f(x)=    66.774 │   1.68e-07 │     41.44     25.34    │
│ 18 │ f(x)=    65.473 │   1.77e-07 │     40.26     25.21    │
│ 19 │ f(x)=    64.258 │   2.01e-07 │     38.77     25.49    │
│ 20 │ f(x)=    63.946 │   7.84e-08 │     38.49     25.45    │
│ 21 │ f(x)=    63.789 │   5.39e-08 │     38.34     25.45    │
│ 22 │ f(x)=    63.627 │   4.51e-08 │     38.15     25.48    │
│ 23 │ f(x)=    63.534 │   9.03e-08 │     38.06     25.48    │
│ 24 │ f(x)=    63.523 │    1.4e-08 │     38.08     25.44    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039969
   Total Core solution elapsed time:       3.54377
   Linear solver elapsed time:             3.00292 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 24/31, alpha value: 7.9433e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-27    │
│  2 │ f(x)=     74470 │   0.000264 │ 7.132e+04      3155    │
│  3 │ f(x)=    1199.2 │   4.87e-06 │      1199    0.5484    │
│  4 │ f(x)=    774.16 │   9.13e-06 │       660     114.1    │
│  5 │ f(x)=     335.5 │   8.34e-06 │     254.7     80.77    │
│  6 │ f(x)=    270.28 │   4.66e-06 │     239.5     30.82    │
│  7 │ f(x)=     206.2 │   1.18e-06 │     188.9     17.28    │
│  8 │ f(x)=    191.31 │   1.14e-06 │     173.2     18.06    │
│  9 │ f(x)=    160.85 │   1.43e-06 │     142.6      18.3    │
│ 10 │ f(x)=    146.16 │   4.31e-06 │     99.12     47.04    │
│ 11 │ f(x)=    123.96 │   7.27e-07 │     98.56     25.39    │
│ 12 │ f(x)=    120.61 │    4.9e-07 │     95.68     24.94    │
│ 13 │ f(x)=    114.64 │   5.39e-07 │     88.28     26.36    │
│ 14 │ f(x)=    108.99 │   1.14e-06 │     79.71     29.28    │
│ 15 │ f(x)=    106.18 │   4.61e-07 │     77.69     28.49    │
│ 16 │ f(x)=    104.33 │   3.08e-07 │     75.91     28.42    │
│ 17 │ f(x)=     102.8 │    2.8e-07 │     74.24     28.56    │
│ 18 │ f(x)=    100.88 │   7.13e-07 │     71.33     29.54    │
│ 19 │ f(x)=    100.39 │   1.43e-07 │     71.32     29.06    │
│ 20 │ f(x)=    100.22 │   9.97e-08 │     71.18     29.04    │
│ 21 │ f(x)=     99.68 │   1.09e-07 │     70.62     29.06    │
│ 22 │ f(x)=    99.264 │   1.07e-07 │     70.31     28.95    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039922
   Total Core solution elapsed time:       3.09073
   Linear solver elapsed time:             2.61259 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 25/31, alpha value: 1.5849e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-27    │
│  2 │ f(x)=     77610 │   0.000284 │ 7.132e+04      6294    │
│  3 │ f(x)=    1203.3 │    4.8e-06 │      1202     1.011    │
│  4 │ f(x)=    328.68 │    7.4e-06 │       219     109.7    │
│  5 │ f(x)=    455.44 │   2.08e-05 │     199.6     255.9    │
│  6 │ f(x)=    286.08 │   6.46e-06 │     212.1     74.02    │
│  7 │ f(x)=       277 │   2.54e-06 │     245.8     31.22    │
│  8 │ f(x)=    237.11 │   1.81e-06 │     210.7     26.39    │
│  9 │ f(x)=    193.38 │   2.74e-06 │     169.3     24.07    │
│ 10 │ f(x)=     187.1 │    5.3e-06 │     148.9     38.24    │
│ 11 │ f(x)=    174.07 │   1.18e-06 │     154.4     19.67    │
│ 12 │ f(x)=    170.97 │   8.01e-07 │     152.1     18.82    │
│ 13 │ f(x)=    163.81 │    8.7e-07 │     144.1     19.71    │
│ 14 │ f(x)=    157.24 │   1.22e-06 │     135.7     21.52    │
│ 15 │ f(x)=    148.14 │   7.94e-07 │     123.2     24.92    │
│ 16 │ f(x)=    143.35 │   5.68e-07 │     117.6     25.77    │
│ 17 │ f(x)=    140.07 │   1.07e-06 │     112.6     27.46    │
│ 18 │ f(x)=    139.75 │   2.69e-07 │     113.4      26.3    │
│ 19 │ f(x)=    139.78 │   1.65e-07 │     113.7     26.09    │
│ 20 │ f(x)=    139.77 │   2.48e-07 │     113.5     26.26    │
│ 21 │ f(x)=    139.76 │   2.49e-07 │     113.5     26.26    │
│ 22 │ f(x)=    139.76 │    2.5e-07 │     113.5     26.26    │
│ 23 │ f(x)=    139.76 │   2.54e-07 │     113.5     26.27    │
│ 24 │ f(x)=    139.77 │   2.59e-07 │     113.5     26.28    │
│ 25 │ f(x)=    139.76 │   2.62e-07 │     113.5     26.28    │
│ 26 │ f(x)=    139.76 │   2.64e-07 │     113.5     26.29    │
│ 27 │ f(x)=    139.76 │   2.66e-07 │     113.5     26.29    │
│ 28 │ f(x)=    139.76 │   2.67e-07 │     113.5     26.29    │
│ 29 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 30 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 31 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 32 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 33 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 34 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 35 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 36 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 37 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 38 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 39 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 40 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037004
   Total Core solution elapsed time:       3.55296
   Linear solver elapsed time:             2.95382 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 26/31, alpha value: 3.1623e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-27    │
│  2 │ f(x)=     83874 │   0.000334 │ 7.132e+04 1.256e+04    │
│  3 │ f(x)=    1210.5 │    4.8e-06 │      1209     1.738    │
│  4 │ f(x)=    506.75 │    8.9e-06 │     419.4     87.32    │
│  5 │ f(x)=    446.42 │   2.49e-05 │     213.4       233    │
│  6 │ f(x)=    316.22 │   4.77e-06 │     254.4     61.87    │
│  7 │ f(x)=    299.43 │   3.25e-06 │     247.9     51.51    │
│  8 │ f(x)=    256.47 │   4.06e-06 │     217.7      38.8    │
│  9 │ f(x)=    228.37 │   3.74e-06 │     200.6     27.73    │
│ 10 │ f(x)=    232.34 │   1.11e-05 │     178.1     54.26    │
│ 11 │ f(x)=    214.17 │   5.78e-06 │     185.7     28.42    │
│ 12 │ f(x)=     202.2 │   1.36e-06 │     182.1      20.1    │
│ 13 │ f(x)=    200.37 │   1.11e-06 │     181.6     18.78    │
│ 14 │ f(x)=    196.33 │   1.34e-06 │     178.7     17.63    │
│ 15 │ f(x)=    190.45 │   2.51e-06 │     172.3     18.18    │
│ 16 │ f(x)=    184.77 │    1.4e-06 │     167.3     17.49    │
│ 17 │ f(x)=    178.36 │   9.27e-07 │     160.4     17.98    │
│ 18 │ f(x)=    175.09 │   1.26e-06 │     156.2     18.94    │
│ 19 │ f(x)=    173.88 │   4.34e-07 │       155     18.85    │
│ 20 │ f(x)=    173.88 │   2.46e-07 │     155.3     18.57    │
│ 21 │ f(x)=    173.87 │   3.74e-07 │     155.1     18.77    │
│ 22 │ f(x)=    173.74 │   1.92e-07 │     155.3     18.43    │
│ 23 │ f(x)=    173.49 │   1.73e-07 │     154.9     18.56    │
│ 24 │ f(x)=    173.28 │   7.69e-08 │     154.6     18.63    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038326
   Total Core solution elapsed time:       3.05735
   Linear solver elapsed time:             2.57901 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 27/31, alpha value: 6.3096e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-26    │
│  2 │ f(x)=     96374 │   0.000463 │ 7.132e+04 2.506e+04    │
│  3 │ f(x)=    1220.7 │   5.17e-06 │      1218     2.747    │
│  4 │ f(x)=    803.79 │   1.05e-05 │     746.4     57.41    │
│  5 │ f(x)=    486.58 │   2.52e-05 │     311.5       175    │
│  6 │ f(x)=    404.52 │   7.55e-06 │     309.5     95.03    │
│  7 │ f(x)=    391.83 │   5.62e-06 │     320.6     71.25    │
│  8 │ f(x)=    334.87 │   6.84e-06 │     275.2     59.65    │
│  9 │ f(x)=    267.47 │   6.44e-06 │     228.2      39.3    │
│ 10 │ f(x)=    292.34 │   2.26e-05 │     197.7     94.63    │
│ 11 │ f(x)=    249.38 │   9.38e-06 │     210.2     39.18    │
│ 12 │ f(x)=    230.49 │   2.77e-06 │     202.3     28.19    │
│ 13 │ f(x)=    227.02 │   1.92e-06 │     202.1     24.94    │
│ 14 │ f(x)=    223.02 │   2.08e-06 │     200.6      22.4    │
│ 15 │ f(x)=    217.02 │   3.26e-06 │       198     19.04    │
│ 16 │ f(x)=     209.3 │   2.61e-06 │     193.8     15.52    │
│ 17 │ f(x)=       204 │   1.75e-06 │     191.3     12.74    │
│ 18 │ f(x)=    200.27 │    2.3e-06 │     188.7     11.54    │
│ 19 │ f(x)=    199.22 │   1.16e-06 │     188.3     10.88    │
│ 20 │ f(x)=    199.04 │   4.76e-07 │     188.4     10.68    │
│ 21 │ f(x)=    198.83 │   2.83e-07 │     188.2     10.66    │
│ 22 │ f(x)=    198.42 │   2.33e-07 │     187.7     10.73    │
│ 23 │ f(x)=    198.15 │   3.63e-07 │     187.3     10.88    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043469
   Total Core solution elapsed time:       2.96217
   Linear solver elapsed time:             2.50352 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 28/31, alpha value: 1.2589e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-26    │
│  2 │ f(x)=1.2131e+05 │   0.000758 │ 7.132e+04     5e+04    │
│  3 │ f(x)=    1223.5 │   7.24e-06 │      1218     5.481    │
│  4 │ f(x)=    1022.5 │   1.16e-05 │     989.3     33.28    │
│  5 │ f(x)=    683.56 │   2.96e-05 │     536.1     147.5    │
│  6 │ f(x)=    577.58 │    1.1e-05 │     469.9     107.7    │
│  7 │ f(x)=    549.24 │   9.18e-06 │     463.2     86.04    │
│  8 │ f(x)=    458.84 │   1.14e-05 │     382.5     76.32    │
│  9 │ f(x)=    338.95 │   1.22e-05 │     275.2     63.75    │
│ 10 │ f(x)=    353.31 │   3.76e-05 │     207.9     145.4    │
│ 11 │ f(x)=    296.66 │   1.92e-05 │     226.2     70.47    │
│ 12 │ f(x)=    264.73 │    5.2e-06 │     219.1     45.63    │
│ 13 │ f(x)=    259.17 │   3.62e-06 │     219.4     39.79    │
│ 14 │ f(x)=    252.24 │   3.87e-06 │     217.1      35.1    │
│ 15 │ f(x)=    242.18 │   5.91e-06 │       214     28.19    │
│ 16 │ f(x)=    230.92 │   5.22e-06 │     210.7     20.25    │
│ 17 │ f(x)=    222.89 │   3.51e-06 │     209.5     13.35    │
│ 18 │ f(x)=    216.54 │    4.2e-06 │     208.9     7.667    │
│ 19 │ f(x)=    215.18 │    3.7e-06 │     208.4     6.772    │
│ 20 │ f(x)=    214.25 │   1.05e-06 │     208.3     5.937    │
│ 21 │ f(x)=    214.02 │   6.32e-07 │     208.2     5.769    │
│ 22 │ f(x)=    213.56 │   5.64e-07 │     207.9     5.675    │
│ 23 │ f(x)=    213.21 │   5.86e-07 │     207.5     5.733    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040501
   Total Core solution elapsed time:       2.99523
   Linear solver elapsed time:             2.53559 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 29/31, alpha value: 2.5119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-26    │
│  2 │ f(x)=1.7108e+05 │    0.00139 │ 7.132e+04 9.976e+04    │
│  3 │ f(x)=    1228.9 │   1.33e-05 │      1218     10.94    │
│  4 │ f(x)=    1151.7 │   1.21e-05 │      1134     17.99    │
│  5 │ f(x)=     889.9 │   1.67e-05 │     813.2     76.67    │
│  6 │ f(x)=    732.72 │   3.17e-05 │     597.5     135.2    │
│  7 │ f(x)=    723.66 │   1.49e-05 │     637.5     86.12    │
│  8 │ f(x)=    667.62 │   1.09e-05 │       600     67.66    │
│  9 │ f(x)=    538.85 │    1.7e-05 │     469.4     69.44    │
│ 10 │ f(x)=    384.08 │   1.72e-05 │     314.4      69.7    │
│ 11 │ f(x)=    436.76 │   6.77e-05 │     213.5     223.2    │
│ 12 │ f(x)=    336.07 │   3.16e-05 │     241.6     94.42    │
│ 13 │ f(x)=    300.11 │   7.93e-06 │     236.9     63.19    │
│ 14 │ f(x)=     295.1 │   5.57e-06 │     238.9     56.17    │
│ 15 │ f(x)=    284.12 │   7.87e-06 │     235.9     48.22    │
│ 16 │ f(x)=    264.81 │   1.15e-05 │     228.6     36.18    │
│ 17 │ f(x)=    246.59 │   1.85e-05 │     219.9     26.72    │
│ 18 │ f(x)=    231.07 │    6.7e-06 │     219.5     11.56    │
│ 19 │ f(x)=    225.58 │   3.84e-06 │     219.1     6.499    │
│ 20 │ f(x)=    223.17 │   2.84e-06 │     218.8     4.384    │
│ 21 │ f(x)=    222.47 │   4.84e-06 │     218.5      3.95    │
│ 22 │ f(x)=    221.59 │   1.02e-06 │     218.4     3.145    │
│ 23 │ f(x)=    221.47 │   6.48e-07 │     218.4     3.085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037497
   Total Core solution elapsed time:       3.06046
   Linear solver elapsed time:             2.58674 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 30/31, alpha value: 5.0119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-26    │
│  2 │ f(x)=2.7036e+05 │    0.00266 │ 7.132e+04  1.99e+05    │
│  3 │ f(x)=    1239.8 │   2.67e-05 │      1218     21.82    │
│  4 │ f(x)=    1221.8 │   1.25e-05 │      1212      9.37    │
│  5 │ f(x)=      1178 │   9.84e-06 │      1167     11.12    │
│  6 │ f(x)=    1095.7 │   1.57e-05 │      1069     26.73    │
│  7 │ f(x)=    964.08 │   2.33e-05 │     909.3     54.77    │
│  8 │ f(x)=    763.52 │   2.36e-05 │     658.8     104.8    │
│  9 │ f(x)=    633.85 │   1.83e-05 │     524.7     109.1    │
│ 10 │ f(x)=    463.52 │   2.55e-05 │     353.7     109.8    │
│ 11 │ f(x)=    416.05 │   2.96e-05 │     310.7     105.4    │
│ 12 │ f(x)=    405.46 │   1.38e-05 │     322.3     83.13    │
│ 13 │ f(x)=    387.64 │   1.11e-05 │     314.5      73.1    │
│ 14 │ f(x)=    360.09 │   1.57e-05 │     291.3     68.81    │
│ 15 │ f(x)=    309.28 │   2.15e-05 │     253.5     55.77    │
│ 16 │ f(x)=    273.31 │   3.89e-05 │     223.8     49.52    │
│ 17 │ f(x)=    243.49 │   1.36e-05 │     224.4     19.05    │
│ 18 │ f(x)=    233.58 │   7.35e-06 │     225.2     8.414    │
│ 19 │ f(x)=    229.03 │   5.67e-06 │     224.8     4.212    │
│ 20 │ f(x)=    227.95 │   9.66e-06 │     224.7     3.283    │
│ 21 │ f(x)=    226.31 │   2.19e-06 │     224.6     1.735    │
│ 22 │ f(x)=    226.05 │   1.31e-06 │     224.5     1.583    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037096
   Total Core solution elapsed time:       2.85358
   Linear solver elapsed time:             2.42357 (85%)

   Total elapsed time: 0 hrs 0 min 2 sec
------------------------------------------------------------
      alpha iteration: 31/31, alpha value: 1e-11
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-25    │
│  2 │ f(x)=4.6847e+05 │    0.00522 │ 7.132e+04 3.972e+05    │
│  3 │ f(x)=    1261.5 │   5.43e-05 │      1218     43.54    │
│  4 │ f(x)=    1256.5 │   1.26e-05 │      1252     4.789    │
│  5 │ f(x)=    1248.1 │   8.31e-06 │      1244     3.961    │
│  6 │ f(x)=    1180.1 │   1.62e-05 │      1165      15.5    │
│  7 │ f(x)=    1118.9 │   2.31e-05 │      1089     29.63    │
│  8 │ f(x)=    1022.4 │   2.22e-05 │     971.7      50.7    │
│  9 │ f(x)=    810.58 │   5.55e-05 │     690.7     119.9    │
│ 10 │ f(x)=    699.58 │   2.22e-05 │     592.2     107.4    │
│ 11 │ f(x)=    636.15 │   1.96e-05 │     543.5     92.63    │
│ 12 │ f(x)=    566.63 │   2.29e-05 │     473.1     93.57    │
│ 13 │ f(x)=    484.12 │    5.7e-05 │       356     128.1    │
│ 14 │ f(x)=     459.3 │   2.05e-05 │     368.1     91.21    │
│ 15 │ f(x)=    430.26 │   1.96e-05 │     353.5     76.79    │
│ 16 │ f(x)=    352.38 │    3.2e-05 │     294.1     58.27    │
│ 17 │ f(x)=    271.51 │   3.78e-05 │     240.9     30.61    │
│ 18 │ f(x)=    319.35 │   9.28e-05 │     243.6     75.75    │
│ 19 │ f(x)=    248.24 │   3.35e-05 │     229.5     18.74    │
│ 20 │ f(x)=    233.89 │   1.12e-05 │     228.4     5.526    │
│ 21 │ f(x)=    230.82 │   5.51e-06 │       228     2.773    │
│ 22 │ f(x)=    229.56 │   5.42e-06 │     227.8     1.782    │
│ 23 │ f(x)=     228.6 │   7.33e-06 │     227.4      1.24    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040052
   Total Core solution elapsed time:       3.10269
   Linear solver elapsed time:             2.6181  (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.779e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.589    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195    0.0003    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641     0.526    │
│  5 │ f(x)=    504.83 │    3.4e-06 │     504.8   0.03169    │
│  6 │ f(x)=    740.58 │   7.47e-06 │     740.2    0.4202    │
│  7 │ f(x)=    163.99 │    1.4e-06 │     163.9    0.1135    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2567    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2255    │
│ 10 │ f(x)=    51.339 │   4.07e-07 │     51.09     0.249    │
│ 11 │ f(x)=    26.737 │   2.73e-07 │     26.41    0.3316    │
│ 12 │ f(x)=    15.506 │   1.64e-07 │     15.16     0.347    │
│ 13 │ f(x)=     10.13 │   1.15e-07 │     9.793    0.3374    │
│ 14 │ f(x)=    6.0393 │    9.7e-08 │     5.705    0.3343    │
│ 15 │ f(x)=    2.7181 │   9.13e-08 │     2.372    0.3463    │
│ 16 │ f(x)=    1.9229 │   3.89e-08 │     1.594    0.3294    │
│ 17 │ f(x)=     1.548 │   3.95e-08 │     1.221    0.3274    │
│ 18 │ f(x)=    1.0957 │   4.08e-08 │    0.7833    0.3124    │
│ 19 │ f(x)=   0.72964 │   1.74e-08 │    0.4386     0.291    │
│ 20 │ f(x)=   0.65174 │   1.27e-08 │    0.3776    0.2742    │
│ 21 │ f(x)=   0.56945 │   1.37e-08 │    0.3102    0.2592    │
│ 22 │ f(x)=   0.40776 │   1.27e-08 │    0.1807     0.227    │
│ 23 │ f(x)=   0.35508 │   1.94e-08 │    0.1573    0.1977    │
│ 24 │ f(x)=   0.28474 │   9.57e-09 │   0.09248    0.1923    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038301
   Total Core solution elapsed time:       3.98762
   Linear solver elapsed time:             3.39894 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-LcurveAnalysis 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.033237
   Total Core solution elapsed time:       0.208019
   Linear solver elapsed time:             0.181663 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.032188
   Total Core solution elapsed time:       0.222645
   Linear solver elapsed time:             0.191724 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
------------------------------------------------------------
      alpha iteration: 1/31, alpha value: 1e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0003972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-08    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0001327    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 7.927e-06    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0001068    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 2.844e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 6.549e-05    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 5.715e-05    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 6.311e-05    │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46 8.565e-05    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 9.124e-05    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822 9.174e-05    │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809 9.448e-05    │
│ 15 │ f(x)=    2.4896 │   9.36e-08 │     2.489 0.0001059    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0001056    │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355 0.0001093    │
│ 18 │ f(x)=   0.88103 │   4.29e-08 │    0.8809 0.0001114    │
│ 19 │ f(x)=   0.47927 │   1.58e-08 │    0.4791 0.0001157    │
│ 20 │ f(x)=   0.39808 │   1.12e-08 │     0.398 0.0001159    │
│ 21 │ f(x)=   0.32628 │    1.1e-08 │    0.3262 0.0001175    │
│ 22 │ f(x)=   0.20229 │   9.75e-09 │    0.2022 0.0001245    │
│ 23 │ f(x)=    0.1927 │      2e-08 │    0.1926  0.000128    │
│ 24 │ f(x)=   0.13094 │      9e-09 │    0.1308 0.0001282    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038019
   Total Core solution elapsed time:       4.03123
   Linear solver elapsed time:             3.42475 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 2/31, alpha value: 1.9953e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0007924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.496e-07    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0002648    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 1.582e-05    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0002131    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 5.675e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0001307    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.000114    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0001259    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0001709    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28  0.000182    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822  0.000183    │
│ 14 │ f(x)=    5.8088 │   9.69e-08 │     5.809 0.0001885    │
│ 15 │ f(x)=    2.4897 │   9.36e-08 │     2.489 0.0002114    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0002107    │
│ 17 │ f(x)=     1.355 │   3.96e-08 │     1.355  0.000218    │
│ 18 │ f(x)=   0.88111 │   4.29e-08 │    0.8809 0.0002223    │
│ 19 │ f(x)=   0.47936 │   1.58e-08 │    0.4791 0.0002308    │
│ 20 │ f(x)=   0.39819 │   1.12e-08 │     0.398 0.0002313    │
│ 21 │ f(x)=   0.32639 │    1.1e-08 │    0.3262 0.0002344    │
│ 22 │ f(x)=    0.2024 │   9.75e-09 │    0.2022 0.0002484    │
│ 23 │ f(x)=   0.19282 │      2e-08 │    0.1926 0.0002552    │
│ 24 │ f(x)=   0.13105 │      9e-09 │    0.1308 0.0002557    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040899
   Total Core solution elapsed time:       4.00263
   Linear solver elapsed time:             3.40043 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 3/31, alpha value: 3.9811e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.001581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.986e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651 0.0005284    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 3.156e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0004251    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0001132    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0002607    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0002275    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0002512    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46  0.000341    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 0.0003632    │
│ 13 │ f(x)=    9.8228 │   1.14e-07 │     9.822 0.0003652    │
│ 14 │ f(x)=     5.809 │   9.69e-08 │     5.809 0.0003761    │
│ 15 │ f(x)=    2.4898 │   9.36e-08 │     2.489 0.0004217    │
│ 16 │ f(x)=     1.709 │    3.9e-08 │     1.709 0.0004203    │
│ 17 │ f(x)=    1.3551 │   3.96e-08 │     1.355 0.0004349    │
│ 18 │ f(x)=   0.88126 │   4.29e-08 │    0.8808 0.0004435    │
│ 19 │ f(x)=   0.47955 │   1.58e-08 │    0.4791 0.0004603    │
│ 20 │ f(x)=   0.39839 │   1.11e-08 │    0.3979 0.0004613    │
│ 21 │ f(x)=    0.3266 │    1.1e-08 │    0.3261 0.0004675    │
│ 22 │ f(x)=   0.20261 │   9.75e-09 │    0.2021 0.0004953    │
│ 23 │ f(x)=   0.19306 │      2e-08 │    0.1926 0.0005089    │
│ 24 │ f(x)=   0.13126 │      9e-09 │    0.1308 0.0005098    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037631
   Total Core solution elapsed time:       4.0284 
   Linear solver elapsed time:             3.41916 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 4/31, alpha value: 7.9433e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.003155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 5.957e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.001054    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 6.297e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0008482    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0002259    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0005202    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0004539    │
│ 10 │ f(x)=    52.096 │   4.15e-07 │      52.1 0.0005013    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0006803    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28 0.0007247    │
│ 13 │ f(x)=    9.8232 │   1.14e-07 │     9.822 0.0007286    │
│ 14 │ f(x)=    5.8092 │   9.69e-08 │     5.808 0.0007503    │
│ 15 │ f(x)=    2.4901 │   9.36e-08 │     2.489 0.0008413    │
│ 16 │ f(x)=    1.7093 │    3.9e-08 │     1.708 0.0008383    │
│ 17 │ f(x)=    1.3554 │   3.96e-08 │     1.355 0.0008676    │
│ 18 │ f(x)=   0.88158 │   4.29e-08 │    0.8807 0.0008846    │
│ 19 │ f(x)=   0.47993 │   1.58e-08 │     0.479  0.000918    │
│ 20 │ f(x)=    0.3988 │   1.11e-08 │    0.3979 0.0009198    │
│ 21 │ f(x)=   0.32703 │    1.1e-08 │    0.3261 0.0009321    │
│ 22 │ f(x)=   0.20304 │   9.74e-09 │     0.202 0.0009873    │
│ 23 │ f(x)=   0.19354 │      2e-08 │    0.1925  0.001014    │
│ 24 │ f(x)=    0.1317 │   8.99e-09 │    0.1307  0.001016    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037636
   Total Core solution elapsed time:       3.98818
   Linear solver elapsed time:             3.38506 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 5/31, alpha value: 1.5849e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.006294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.189e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.002104    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 0.0001256    │
│  6 │ f(x)=    749.27 │   7.53e-06 │     749.3  0.001692    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0004508    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9  0.001038    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0009057    │
│ 10 │ f(x)=    52.095 │   4.15e-07 │     52.09     0.001    │
│ 11 │ f(x)=    26.464 │   2.72e-07 │     26.46  0.001357    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28  0.001446    │
│ 13 │ f(x)=    9.8239 │   1.14e-07 │     9.822  0.001454    │
│ 14 │ f(x)=    5.8098 │   9.69e-08 │     5.808  0.001497    │
│ 15 │ f(x)=    2.4907 │   9.36e-08 │     2.489  0.001678    │
│ 16 │ f(x)=    1.7099 │    3.9e-08 │     1.708  0.001672    │
│ 17 │ f(x)=     1.356 │   3.96e-08 │     1.354   0.00173    │
│ 18 │ f(x)=   0.88221 │   4.29e-08 │    0.8804  0.001764    │
│ 19 │ f(x)=   0.48069 │   1.58e-08 │    0.4789   0.00183    │
│ 20 │ f(x)=   0.39962 │   1.11e-08 │    0.3978  0.001833    │
│ 21 │ f(x)=   0.32787 │    1.1e-08 │     0.326  0.001857    │
│ 22 │ f(x)=   0.20388 │   9.74e-09 │    0.2019  0.001966    │
│ 23 │ f(x)=   0.19449 │      2e-08 │    0.1925  0.002017    │
│ 24 │ f(x)=   0.13256 │   8.99e-09 │    0.1305   0.00202    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038056
   Total Core solution elapsed time:       4.01399
   Linear solver elapsed time:             3.41067 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 6/31, alpha value: 3.1623e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.01256    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.372e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.004197    │
│  5 │ f(x)=    506.81 │   3.41e-06 │     506.8 0.0002507    │
│  6 │ f(x)=    749.23 │   7.53e-06 │     749.2  0.003376    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0008995    │
│  8 │ f(x)=    112.92 │    1.6e-06 │     112.9  0.002071    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.001807    │
│ 10 │ f(x)=    52.092 │   4.15e-07 │     52.09  0.001995    │
│ 11 │ f(x)=    26.465 │   2.72e-07 │     26.46  0.002708    │
│ 12 │ f(x)=    15.281 │   1.65e-07 │     15.28  0.002884    │
│ 13 │ f(x)=    9.8253 │   1.14e-07 │     9.822  0.002899    │
│ 14 │ f(x)=     5.811 │   9.69e-08 │     5.808  0.002985    │
│ 15 │ f(x)=    2.4918 │   9.36e-08 │     2.488  0.003345    │
│ 16 │ f(x)=     1.711 │    3.9e-08 │     1.708  0.003332    │
│ 17 │ f(x)=    1.3571 │   3.96e-08 │     1.354  0.003447    │
│ 18 │ f(x)=   0.88346 │   4.29e-08 │      0.88  0.003513    │
│ 19 │ f(x)=   0.48219 │   1.58e-08 │    0.4785  0.003643    │
│ 20 │ f(x)=   0.40124 │   1.11e-08 │    0.3976  0.003648    │
│ 21 │ f(x)=   0.32955 │    1.1e-08 │    0.3259  0.003694    │
│ 22 │ f(x)=   0.20555 │   9.73e-09 │    0.2016  0.003905    │
│ 23 │ f(x)=   0.19636 │   2.01e-08 │    0.1924     0.004    │
│ 24 │ f(x)=   0.13426 │   8.97e-09 │    0.1303  0.004005    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037605
   Total Core solution elapsed time:       4.05934
   Linear solver elapsed time:             3.44478 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 7/31, alpha value: 6.3096e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.02506    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 4.732e-06    │
│  4 │ f(x)=      2651 │   1.75e-05 │      2651  0.008374    │
│  5 │ f(x)=    506.79 │   3.41e-06 │     506.8 0.0005002    │
│  6 │ f(x)=    749.16 │   7.53e-06 │     749.2  0.006736    │
│  7 │ f(x)=    165.54 │   1.42e-06 │     165.5  0.001795    │
│  8 │ f(x)=    112.91 │    1.6e-06 │     112.9  0.004131    │
│  9 │ f(x)=     75.26 │   6.92e-07 │     75.26  0.003605    │
│ 10 │ f(x)=    52.086 │   4.15e-07 │     52.08  0.003981    │
│ 11 │ f(x)=    26.467 │   2.72e-07 │     26.46  0.005401    │
│ 12 │ f(x)=    15.283 │   1.65e-07 │     15.28  0.005752    │
│ 13 │ f(x)=    9.8281 │   1.14e-07 │     9.822  0.005781    │
│ 14 │ f(x)=    5.8133 │   9.69e-08 │     5.807   0.00595    │
│ 15 │ f(x)=    2.4941 │   9.36e-08 │     2.487  0.006662    │
│ 16 │ f(x)=    1.7133 │   3.89e-08 │     1.707  0.006634    │
│ 17 │ f(x)=    1.3593 │   3.96e-08 │     1.352  0.006861    │
│ 18 │ f(x)=   0.88595 │   4.28e-08 │     0.879  0.006987    │
│ 19 │ f(x)=   0.48517 │   1.58e-08 │    0.4779  0.007237    │
│ 20 │ f(x)=   0.40445 │   1.11e-08 │    0.3972  0.007242    │
│ 21 │ f(x)=   0.33288 │    1.1e-08 │    0.3255  0.007328    │
│ 22 │ f(x)=   0.20884 │   9.71e-09 │    0.2011  0.007725    │
│ 23 │ f(x)=   0.20004 │   2.02e-08 │    0.1922  0.007888    │
│ 24 │ f(x)=   0.13758 │   8.95e-09 │    0.1297  0.007893    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039229
   Total Core solution elapsed time:       3.97878
   Linear solver elapsed time:             3.38103 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 8/31, alpha value: 1.2589e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04      0.05    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 9.441e-06    │
│  4 │ f(x)=    2650.9 │   1.75e-05 │      2651   0.01671    │
│  5 │ f(x)=    506.76 │   3.41e-06 │     506.8  0.000998    │
│  6 │ f(x)=    749.03 │   7.53e-06 │       749   0.01344    │
│  7 │ f(x)=    165.52 │   1.42e-06 │     165.5  0.003581    │
│  8 │ f(x)=     112.9 │    1.6e-06 │     112.9  0.008239    │
│  9 │ f(x)=    75.261 │   6.92e-07 │     75.25  0.007192    │
│ 10 │ f(x)=    52.075 │   4.15e-07 │     52.07  0.007942    │
│ 11 │ f(x)=    26.472 │   2.72e-07 │     26.46   0.01077    │
│ 12 │ f(x)=    15.287 │   1.65e-07 │     15.28   0.01147    │
│ 13 │ f(x)=    9.8336 │   1.14e-07 │     9.822   0.01152    │
│ 14 │ f(x)=    5.8178 │   9.69e-08 │     5.806   0.01185    │
│ 15 │ f(x)=    2.4987 │   9.35e-08 │     2.485   0.01325    │
│ 16 │ f(x)=    1.7179 │   3.89e-08 │     1.705   0.01318    │
│ 17 │ f(x)=    1.3636 │   3.95e-08 │      1.35   0.01362    │
│ 18 │ f(x)=   0.89087 │   4.28e-08 │     0.877   0.01385    │
│ 19 │ f(x)=   0.49105 │   1.58e-08 │    0.4767   0.01432    │
│ 20 │ f(x)=   0.41077 │   1.11e-08 │    0.3965   0.01431    │
│ 21 │ f(x)=    0.3394 │    1.1e-08 │    0.3249   0.01445    │
│ 22 │ f(x)=   0.21524 │   9.68e-09 │    0.2001   0.01515    │
│ 23 │ f(x)=   0.20712 │   2.03e-08 │    0.1917   0.01538    │
│ 24 │ f(x)=   0.14393 │   8.92e-09 │    0.1286   0.01537    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043271
   Total Core solution elapsed time:       4.2233 
   Linear solver elapsed time:             3.57289 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 9/31, alpha value: 2.5119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.09976    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.884e-05    │
│  4 │ f(x)=    2650.6 │   1.75e-05 │      2651   0.03332    │
│  5 │ f(x)=     506.7 │    3.4e-06 │     506.7  0.001991    │
│  6 │ f(x)=    748.75 │   7.53e-06 │     748.7    0.0268    │
│  7 │ f(x)=    165.47 │   1.42e-06 │     165.5  0.007144    │
│  8 │ f(x)=    112.87 │    1.6e-06 │     112.9   0.01643    │
│  9 │ f(x)=    75.263 │   6.92e-07 │     75.25   0.01434    │
│ 10 │ f(x)=    52.052 │   4.15e-07 │     52.04   0.01584    │
│ 11 │ f(x)=    26.482 │   2.72e-07 │     26.46   0.02147    │
│ 12 │ f(x)=    15.295 │   1.65e-07 │     15.27   0.02285    │
│ 13 │ f(x)=    9.8446 │   1.14e-07 │     9.822   0.02292    │
│ 14 │ f(x)=    5.8268 │   9.69e-08 │     5.803   0.02354    │
│ 15 │ f(x)=    2.5076 │   9.34e-08 │     2.481   0.02626    │
│ 16 │ f(x)=    1.7268 │   3.89e-08 │     1.701   0.02608    │
│ 17 │ f(x)=    1.3721 │   3.95e-08 │     1.345   0.02691    │
│ 18 │ f(x)=   0.90047 │   4.27e-08 │    0.8732    0.0273    │
│ 19 │ f(x)=   0.50251 │   1.57e-08 │    0.4744   0.02808    │
│ 20 │ f(x)=   0.42306 │   1.11e-08 │    0.3951   0.02799    │
│ 21 │ f(x)=   0.35201 │    1.1e-08 │    0.3238   0.02819    │
│ 22 │ f(x)=   0.22742 │   9.65e-09 │    0.1982   0.02924    │
│ 23 │ f(x)=   0.22033 │   2.06e-08 │     0.191   0.02932    │
│ 24 │ f(x)=   0.15559 │   8.91e-09 │    0.1263   0.02925    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038748
   Total Core solution elapsed time:       4.09635
   Linear solver elapsed time:             3.47162 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 10/31, alpha value: 5.0119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04     0.199    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 3.759e-05    │
│  4 │ f(x)=      2650 │   1.75e-05 │      2650   0.06645    │
│  5 │ f(x)=    506.57 │    3.4e-06 │     506.6  0.003973    │
│  6 │ f(x)=     748.2 │   7.53e-06 │     748.1   0.05341    │
│  7 │ f(x)=    165.37 │   1.42e-06 │     165.4   0.01425    │
│  8 │ f(x)=    112.81 │    1.6e-06 │     112.8   0.03274    │
│  9 │ f(x)=    75.268 │   6.92e-07 │     75.24   0.02859    │
│ 10 │ f(x)=    52.006 │   4.14e-07 │     51.97   0.03157    │
│ 11 │ f(x)=    26.501 │   2.72e-07 │     26.46   0.04275    │
│ 12 │ f(x)=     15.31 │   1.65e-07 │     15.26   0.04544    │
│ 13 │ f(x)=    9.8662 │   1.14e-07 │     9.821   0.04549    │
│ 14 │ f(x)=    5.8443 │   9.69e-08 │     5.798   0.04661    │
│ 15 │ f(x)=     2.525 │   9.33e-08 │     2.473   0.05169    │
│ 16 │ f(x)=    1.7441 │   3.89e-08 │     1.693   0.05117    │
│ 17 │ f(x)=    1.3885 │   3.94e-08 │     1.336   0.05264    │
│ 18 │ f(x)=   0.91888 │   4.25e-08 │    0.8657   0.05313    │
│ 19 │ f(x)=   0.52432 │   1.57e-08 │    0.4701   0.05419    │
│ 20 │ f(x)=   0.44626 │   1.11e-08 │    0.3925   0.05373    │
│ 21 │ f(x)=   0.37552 │    1.1e-08 │    0.3217    0.0538    │
│ 22 │ f(x)=   0.24904 │    9.7e-09 │    0.1943    0.0547    │
│ 23 │ f(x)=   0.24513 │   2.14e-08 │    0.1915   0.05361    │
│ 24 │ f(x)=   0.17588 │   9.03e-09 │    0.1225   0.05334    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039679
   Total Core solution elapsed time:       3.96383
   Linear solver elapsed time:             3.36843 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 11/31, alpha value: 1e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.3972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-05    │
│  4 │ f(x)=    2648.8 │   1.75e-05 │      2649    0.1324    │
│  5 │ f(x)=    506.33 │    3.4e-06 │     506.3  0.007926    │
│  6 │ f(x)=     747.1 │   7.52e-06 │       747    0.1063    │
│  7 │ f(x)=    165.17 │   1.41e-06 │     165.1   0.02843    │
│  8 │ f(x)=     112.7 │    1.6e-06 │     112.6   0.06515    │
│  9 │ f(x)=    75.277 │   6.93e-07 │     75.22   0.05695    │
│ 10 │ f(x)=    51.914 │   4.13e-07 │     51.85   0.06289    │
│ 11 │ f(x)=    26.538 │   2.72e-07 │     26.45   0.08494    │
│ 12 │ f(x)=     15.34 │   1.65e-07 │     15.25   0.09009    │
│ 13 │ f(x)=    9.9083 │   1.14e-07 │     9.818   0.08979    │
│ 14 │ f(x)=    5.8778 │   9.68e-08 │     5.786   0.09155    │
│ 15 │ f(x)=    2.5582 │   9.29e-08 │     2.458    0.1005    │
│ 16 │ f(x)=    1.7765 │   3.88e-08 │     1.678   0.09881    │
│ 17 │ f(x)=    1.4188 │   3.94e-08 │     1.318    0.1011    │
│ 18 │ f(x)=   0.95274 │   4.21e-08 │    0.8517     0.101    │
│ 19 │ f(x)=   0.56408 │   1.58e-08 │    0.4627    0.1014    │
│ 20 │ f(x)=     0.488 │   1.12e-08 │    0.3884   0.09956    │
│ 21 │ f(x)=   0.41705 │   1.12e-08 │    0.3184   0.09862    │
│ 22 │ f(x)=   0.28568 │      1e-08 │     0.189   0.09667    │
│ 23 │ f(x)=   0.28121 │   2.25e-08 │    0.1903   0.09089    │
│ 24 │ f(x)=   0.20437 │   9.54e-09 │    0.1145   0.08988    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039813
   Total Core solution elapsed time:       4.03256
   Linear solver elapsed time:             3.44036 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 12/31, alpha value: 1.9953e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.7924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0001496    │
│  4 │ f(x)=    2646.5 │   1.75e-05 │      2646    0.2636    │
│  5 │ f(x)=    505.83 │    3.4e-06 │     505.8   0.01581    │
│  6 │ f(x)=    744.93 │    7.5e-06 │     744.7    0.2113    │
│  7 │ f(x)=    164.78 │   1.41e-06 │     164.7   0.05669    │
│  8 │ f(x)=    112.47 │   1.59e-06 │     112.3    0.1293    │
│  9 │ f(x)=    75.295 │   6.93e-07 │     75.18    0.1133    │
│ 10 │ f(x)=    51.727 │   4.11e-07 │      51.6     0.125    │
│ 11 │ f(x)=    26.608 │   2.72e-07 │     26.44    0.1681    │
│ 12 │ f(x)=    15.398 │   1.64e-07 │     15.22    0.1775    │
│ 13 │ f(x)=    9.9877 │   1.14e-07 │     9.812    0.1754    │
│ 14 │ f(x)=    5.9387 │   9.68e-08 │     5.762    0.1771    │
│ 15 │ f(x)=    2.6183 │   9.23e-08 │     2.428    0.1904    │
│ 16 │ f(x)=    1.8337 │   3.87e-08 │     1.649    0.1851    │
│ 17 │ f(x)=    1.4709 │   3.93e-08 │     1.284    0.1873    │
│ 18 │ f(x)=    1.0103 │   4.16e-08 │    0.8264     0.184    │
│ 19 │ f(x)=   0.63073 │   1.61e-08 │    0.4515    0.1793    │
│ 20 │ f(x)=   0.55607 │   1.16e-08 │    0.3829    0.1732    │
│ 21 │ f(x)=   0.48233 │    1.2e-08 │     0.314    0.1683    │
│ 22 │ f(x)=    0.3383 │    1.1e-08 │    0.1828    0.1555    │
│ 23 │ f(x)=   0.32401 │   2.36e-08 │    0.1865    0.1375    │
│ 24 │ f(x)=   0.23509 │   1.04e-08 │    0.1012    0.1339    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037875
   Total Core solution elapsed time:       4.01017
   Linear solver elapsed time:             3.4055  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 13/31, alpha value: 3.9811e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0002986    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641    0.5236    │
│  5 │ f(x)=    504.84 │    3.4e-06 │     504.8   0.03154    │
│  6 │ f(x)=    740.62 │   7.47e-06 │     740.2    0.4182    │
│  7 │ f(x)=       164 │    1.4e-06 │     163.9     0.113    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2555    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2244    │
│ 10 │ f(x)=    51.343 │   4.07e-07 │      51.1    0.2478    │
│ 11 │ f(x)=    26.736 │   2.73e-07 │     26.41      0.33    │
│ 12 │ f(x)=    15.505 │   1.64e-07 │     15.16    0.3454    │
│ 13 │ f(x)=    10.129 │   1.15e-07 │     9.793    0.3359    │
│ 14 │ f(x)=    6.0385 │    9.7e-08 │     5.706    0.3329    │
│ 15 │ f(x)=    2.7172 │   9.13e-08 │     2.372     0.345    │
│ 16 │ f(x)=    1.9222 │   3.89e-08 │     1.594    0.3282    │
│ 17 │ f(x)=    1.5474 │   3.95e-08 │     1.221    0.3262    │
│ 18 │ f(x)=     1.095 │   4.08e-08 │    0.7836    0.3114    │
│ 19 │ f(x)=   0.72886 │   1.74e-08 │    0.4387    0.2902    │
│ 20 │ f(x)=   0.65102 │   1.27e-08 │    0.3776    0.2734    │
│ 21 │ f(x)=    0.5688 │   1.37e-08 │    0.3102    0.2586    │
│ 22 │ f(x)=   0.40718 │   1.27e-08 │    0.1807    0.2265    │
│ 23 │ f(x)=   0.35477 │   1.95e-08 │    0.1576    0.1972    │
│ 24 │ f(x)=   0.28407 │   9.59e-09 │   0.09237    0.1917    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037509
   Total Core solution elapsed time:       4.03228
   Linear solver elapsed time:             3.41936 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 14/31, alpha value: 7.9433e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-30    │
│  2 │ f(x)=     71318 │   0.000249 │ 7.132e+04     3.155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0005957    │
│  4 │ f(x)=    2632.6 │   1.75e-05 │      2632     1.035    │
│  5 │ f(x)=    502.88 │   3.39e-06 │     502.8   0.06289    │
│  6 │ f(x)=    732.15 │   7.42e-06 │     731.3    0.8211    │
│  7 │ f(x)=    162.48 │   1.38e-06 │     162.3    0.2249    │
│  8 │ f(x)=    111.16 │   1.55e-06 │     110.7    0.4996    │
│  9 │ f(x)=     75.39 │   6.99e-07 │     74.95    0.4418    │
│ 10 │ f(x)=    50.528 │      4e-07 │     50.04     0.488    │
│ 11 │ f(x)=    26.939 │   2.73e-07 │      26.3    0.6385    │
│ 12 │ f(x)=    15.686 │   1.64e-07 │     15.03    0.6564    │
│ 13 │ f(x)=    10.347 │   1.15e-07 │     9.727    0.6193    │
│ 14 │ f(x)=    6.1591 │   9.76e-08 │     5.566     0.593    │
│ 15 │ f(x)=    2.8498 │    8.9e-08 │      2.27    0.5799    │
│ 16 │ f(x)=    2.0279 │   3.93e-08 │     1.493    0.5346    │
│ 17 │ f(x)=    1.6307 │   3.96e-08 │     1.112     0.519    │
│ 18 │ f(x)=    1.1982 │   3.85e-08 │    0.7189    0.4792    │
│ 19 │ f(x)=   0.86622 │   2.08e-08 │    0.4383    0.4279    │
│ 20 │ f(x)=   0.77055 │   1.41e-08 │    0.3755    0.3951    │
│ 21 │ f(x)=    0.6789 │   1.52e-08 │    0.3095    0.3694    │
│ 22 │ f(x)=   0.53209 │   1.29e-08 │    0.1964    0.3357    │
│ 23 │ f(x)=   0.48606 │   1.48e-08 │    0.1726    0.3134    │
│ 24 │ f(x)=   0.45428 │    7.4e-09 │    0.1458    0.3085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.04114
   Total Core solution elapsed time:       3.99619
   Linear solver elapsed time:             3.39537 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 15/31, alpha value: 1.5849e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-30    │
│  2 │ f(x)=     71321 │   0.000249 │ 7.132e+04     6.294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.001188    │
│  4 │ f(x)=    2614.6 │   1.74e-05 │      2613     2.027    │
│  5 │ f(x)=    498.99 │   3.37e-06 │     498.9    0.1253    │
│  6 │ f(x)=    715.74 │    7.3e-06 │     714.2     1.586    │
│  7 │ f(x)=    159.59 │   1.34e-06 │     159.1    0.4465    │
│  8 │ f(x)=     109.6 │   1.51e-06 │     108.6    0.9585    │
│  9 │ f(x)=    75.481 │   7.07e-07 │     74.62    0.8584    │
│ 10 │ f(x)=      48.7 │   3.84e-07 │     47.75    0.9505    │
│ 11 │ f(x)=    27.145 │   2.73e-07 │     25.94     1.202    │
│ 12 │ f(x)=    15.936 │   1.64e-07 │     14.74     1.191    │
│ 13 │ f(x)=    10.553 │   1.17e-07 │     9.487     1.066    │
│ 14 │ f(x)=    6.1427 │   9.86e-08 │     5.177    0.9655    │
│ 15 │ f(x)=    2.9664 │   8.05e-08 │     2.076    0.8903    │
│ 16 │ f(x)=    2.1124 │   3.89e-08 │     1.309    0.8031    │
│ 17 │ f(x)=     1.701 │   3.68e-08 │    0.9295    0.7715    │
│ 18 │ f(x)=    1.3505 │   3.01e-08 │    0.6506    0.6999    │
│ 19 │ f(x)=    1.1135 │   2.42e-08 │    0.4919    0.6217    │
│ 20 │ f(x)=   0.98023 │   1.54e-08 │    0.4035    0.5768    │
│ 21 │ f(x)=   0.89005 │   1.36e-08 │    0.3359    0.5542    │
│ 22 │ f(x)=   0.80506 │      1e-08 │    0.2687    0.5364    │
│ 23 │ f(x)=   0.77753 │   9.51e-09 │     0.254    0.5236    │
│ 24 │ f(x)=    0.7725 │   5.22e-09 │    0.2529    0.5196    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038703
   Total Core solution elapsed time:       3.93255
   Linear solver elapsed time:             3.34467 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 16/31, alpha value: 3.1623e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-30    │
│  2 │ f(x)=     71328 │   0.000249 │ 7.132e+04     12.56    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.002371    │
│  4 │ f(x)=    2579.7 │   1.72e-05 │      2576     3.899    │
│  5 │ f(x)=    491.37 │   3.34e-06 │     491.1    0.2491    │
│  6 │ f(x)=    684.91 │   7.08e-06 │     681.9     2.971    │
│  7 │ f(x)=    154.31 │   1.26e-06 │     153.4    0.8809    │
│  8 │ f(x)=    106.96 │   1.42e-06 │     105.2     1.772    │
│  9 │ f(x)=     75.54 │   7.22e-07 │     73.91     1.626    │
│ 10 │ f(x)=    44.378 │   3.49e-07 │     42.55     1.826    │
│ 11 │ f(x)=    26.817 │   2.68e-07 │     24.66     2.155    │
│ 12 │ f(x)=    16.012 │   1.64e-07 │     14.03     1.986    │
│ 13 │ f(x)=    10.337 │   1.21e-07 │     8.699     1.638    │
│ 14 │ f(x)=    5.5311 │   9.32e-08 │     4.102     1.429    │
│ 15 │ f(x)=    3.1484 │    5.6e-08 │     1.806     1.343    │
│ 16 │ f(x)=     2.315 │   3.11e-08 │     1.092     1.223    │
│ 17 │ f(x)=    1.8526 │   2.32e-08 │     0.751     1.102    │
│ 18 │ f(x)=    1.6139 │   2.65e-08 │    0.6366    0.9773    │
│ 19 │ f(x)=    1.4507 │   1.58e-08 │    0.5291    0.9216    │
│ 20 │ f(x)=    1.3946 │   7.97e-09 │    0.4847    0.9099    │
│ 21 │ f(x)=    1.3627 │   4.73e-09 │    0.4615    0.9012    │
│ 22 │ f(x)=    1.3529 │   2.96e-09 │    0.4574    0.8955    │
│ 23 │ f(x)=    1.3518 │   1.53e-09 │    0.4584    0.8934    │
│ 24 │ f(x)=    1.3503 │   1.11e-09 │    0.4562    0.8941    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038139
   Total Core solution elapsed time:       3.8483 
   Linear solver elapsed time:             3.26105 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 17/31, alpha value: 6.3096e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-29    │
│  2 │ f(x)=     71340 │   0.000249 │ 7.132e+04     25.06    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.004729    │
│  4 │ f(x)=    2514.6 │   1.69e-05 │      2507     7.231    │
│  5 │ f(x)=    476.73 │   3.27e-06 │     476.2     0.492    │
│  6 │ f(x)=    630.13 │   6.69e-06 │     624.9     5.245    │
│  7 │ f(x)=    145.64 │   1.12e-06 │     143.9     1.711    │
│  8 │ f(x)=    103.26 │   1.28e-06 │     100.2     3.061    │
│  9 │ f(x)=    75.109 │   7.54e-07 │     72.17     2.936    │
│ 10 │ f(x)=    35.538 │   2.92e-07 │     32.03     3.504    │
│ 11 │ f(x)=    23.763 │   2.37e-07 │     20.43     3.337    │
│ 12 │ f(x)=    12.756 │    1.5e-07 │     10.16     2.596    │
│ 13 │ f(x)=    8.4958 │   1.21e-07 │     6.236     2.259    │
│ 14 │ f(x)=    4.2447 │   1.44e-07 │     2.058     2.186    │
│ 15 │ f(x)=    3.7719 │   4.92e-08 │     1.792      1.98    │
│ 16 │ f(x)=    3.5023 │   4.11e-08 │     1.557     1.945    │
│ 17 │ f(x)=    2.9667 │   5.72e-08 │     1.111     1.856    │
│ 18 │ f(x)=    2.7003 │   4.19e-08 │    0.9679     1.732    │
│ 19 │ f(x)=    2.4567 │   1.29e-08 │    0.8783     1.578    │
│ 20 │ f(x)=    2.4154 │   8.32e-09 │     0.861     1.554    │
│ 21 │ f(x)=    2.3868 │    5.1e-09 │    0.8364      1.55    │
│ 22 │ f(x)=    2.3732 │   2.58e-09 │    0.8241     1.549    │
│ 23 │ f(x)=     2.368 │   1.47e-09 │    0.8177      1.55    │
│ 24 │ f(x)=    2.3671 │   1.04e-09 │    0.8168      1.55    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.0372 
   Total Core solution elapsed time:       3.71373
   Linear solver elapsed time:             3.15608 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 18/31, alpha value: 1.2589e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-29    │
│  2 │ f(x)=     71365 │    0.00025 │ 7.132e+04        50    │
│  3 │ f(x)=    1194.8 │   5.01e-06 │      1195  0.009429    │
│  4 │ f(x)=    2400.9 │   1.64e-05 │      2388     12.48    │
│  5 │ f(x)=    449.89 │   3.14e-06 │     448.9    0.9526    │
│  6 │ f(x)=    542.72 │   6.03e-06 │     534.4     8.318    │
│  7 │ f(x)=     134.5 │   9.25e-07 │     131.3     3.189    │
│  8 │ f(x)=    99.858 │   1.09e-06 │     95.13     4.728    │
│  9 │ f(x)=    71.497 │   8.08e-07 │     66.59     4.908    │
│ 10 │ f(x)=    27.361 │   2.91e-07 │     22.58     4.781    │
│ 11 │ f(x)=    18.463 │   1.81e-07 │     14.19     4.269    │
│ 12 │ f(x)=    13.458 │   1.52e-07 │     9.475     3.983    │
│ 13 │ f(x)=     9.126 │   1.55e-07 │     5.443     3.683    │
│ 14 │ f(x)=    6.0482 │   1.09e-07 │     2.429     3.619    │
│ 15 │ f(x)=    5.5774 │   7.11e-08 │     2.322     3.255    │
│ 16 │ f(x)=    5.1381 │   5.25e-08 │     2.029     3.109    │
│ 17 │ f(x)=    4.3403 │   2.96e-08 │     1.498     2.842    │
│ 18 │ f(x)=     4.243 │   1.55e-08 │     1.539     2.704    │
│ 19 │ f(x)=    4.2032 │   1.01e-08 │     1.532     2.671    │
│ 20 │ f(x)=    4.1959 │      5e-09 │     1.534     2.662    │
│ 21 │ f(x)=     4.186 │   3.03e-09 │     1.526      2.66    │
│ 22 │ f(x)=    4.1745 │   1.95e-09 │     1.514     2.661    │
│ 23 │ f(x)=    4.1698 │   8.56e-10 │     1.509     2.661    │
│ 24 │ f(x)=    4.1694 │   7.63e-10 │     1.508     2.661    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038366
   Total Core solution elapsed time:       3.57333
   Linear solver elapsed time:             3.03804 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 19/31, alpha value: 2.5119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-29    │
│  2 │ f(x)=     71415 │    0.00025 │ 7.132e+04     99.76    │
│  3 │ f(x)=    1194.9 │      5e-06 │      1195   0.01879    │
│  4 │ f(x)=    2229.3 │   1.55e-05 │      2210     18.88    │
│  5 │ f(x)=    406.67 │   2.92e-06 │     404.9     1.731    │
│  6 │ f(x)=     428.3 │   5.09e-06 │     417.1     11.18    │
│  7 │ f(x)=    127.62 │   8.59e-07 │     122.2     5.376    │
│  8 │ f(x)=    99.767 │   9.13e-07 │     93.47     6.301    │
│  9 │ f(x)=    50.151 │   7.36e-07 │     42.46     7.691    │
│ 10 │ f(x)=    25.942 │    2.9e-07 │     19.57     6.376    │
│ 11 │ f(x)=    17.735 │   1.49e-07 │      11.3     6.435    │
│ 12 │ f(x)=    14.856 │   1.54e-07 │     8.565     6.291    │
│ 13 │ f(x)=    10.305 │   1.29e-07 │     4.442     5.863    │
│ 14 │ f(x)=    7.9344 │   9.54e-08 │     2.604      5.33    │
│ 15 │ f(x)=    7.5698 │   8.64e-08 │     2.521     5.048    │
│ 16 │ f(x)=    7.5498 │   2.22e-08 │     2.934     4.616    │
│ 17 │ f(x)=    7.4841 │   1.98e-08 │     2.894      4.59    │
│ 18 │ f(x)=    7.4563 │   1.59e-08 │     2.958     4.498    │
│ 19 │ f(x)=    7.3577 │   1.14e-08 │     2.862     4.496    │
│ 20 │ f(x)=    7.3385 │   7.56e-09 │     2.857     4.482    │
│ 21 │ f(x)=    7.3376 │   2.51e-09 │     2.855     4.483    │
│ 22 │ f(x)=      7.34 │   1.37e-09 │     2.858     4.482    │
│ 23 │ f(x)=    7.3403 │   2.24e-09 │     2.858     4.483    │
│ 24 │ f(x)=    7.3399 │   2.28e-09 │     2.857     4.483    │
│ 25 │ f(x)=    7.3397 │   2.31e-09 │     2.857     4.483    │
│ 26 │ f(x)=    7.3396 │   2.33e-09 │     2.857     4.483    │
│ 27 │ f(x)=    7.3396 │   2.34e-09 │     2.857     4.483    │
│ 28 │ f(x)=    7.3396 │   2.35e-09 │     2.857     4.483    │
│ 29 │ f(x)=    7.3396 │   2.36e-09 │     2.857     4.483    │
│ 30 │ f(x)=    7.3395 │   2.36e-09 │     2.857     4.483    │
│ 31 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 32 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 33 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 34 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 35 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 36 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 37 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 38 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 39 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 40 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03738
   Total Core solution elapsed time:       3.91158
   Linear solver elapsed time:             3.25703 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 20/31, alpha value: 5.0119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-29    │
│  2 │ f(x)=     71514 │    0.00025 │ 7.132e+04       199    │
│  3 │ f(x)=      1195 │      5e-06 │      1195   0.03739    │
│  4 │ f(x)=    2048.3 │   1.46e-05 │      2024     24.08    │
│  5 │ f(x)=    360.35 │   2.64e-06 │     357.7     2.687    │
│  6 │ f(x)=    325.84 │   4.11e-06 │     313.1     12.77    │
│  7 │ f(x)=    119.09 │   8.06e-07 │     113.1     6.017    │
│  8 │ f(x)=     95.44 │   6.52e-07 │     88.47     6.972    │
│  9 │ f(x)=    56.855 │      8e-07 │     46.92     9.931    │
│ 10 │ f(x)=    39.071 │   4.61e-07 │     29.55     9.516    │
│ 11 │ f(x)=    24.564 │   1.86e-07 │     14.58     9.987    │
│ 12 │ f(x)=    21.157 │      2e-07 │     11.15     10.01    │
│ 13 │ f(x)=    15.703 │   1.63e-07 │     6.414     9.289    │
│ 14 │ f(x)=    13.315 │   1.76e-07 │      4.56     8.755    │
│ 15 │ f(x)=    12.983 │   8.69e-08 │     5.057     7.927    │
│ 16 │ f(x)=     13.11 │   2.89e-08 │     5.509     7.601    │
│ 17 │ f(x)=    12.992 │   7.42e-08 │     5.144     7.849    │
│ 18 │ f(x)=    12.988 │   7.43e-08 │     5.139     7.849    │
│ 19 │ f(x)=    12.988 │   7.49e-08 │     5.136     7.853    │
│ 20 │ f(x)=    12.991 │   7.79e-08 │      5.12     7.871    │
│ 21 │ f(x)=    12.991 │   8.06e-08 │     5.104     7.887    │
│ 22 │ f(x)=     12.99 │   8.25e-08 │     5.091     7.899    │
│ 23 │ f(x)=    12.991 │   8.38e-08 │     5.084     7.907    │
│ 24 │ f(x)=     12.99 │   8.47e-08 │     5.077     7.913    │
│ 25 │ f(x)=    12.991 │   8.54e-08 │     5.074     7.917    │
│ 26 │ f(x)=     12.99 │   8.58e-08 │     5.071      7.92    │
│ 27 │ f(x)=     12.99 │   8.62e-08 │     5.068     7.922    │
│ 28 │ f(x)=    12.989 │   8.64e-08 │     5.066     7.923    │
│ 29 │ f(x)=    12.989 │   8.65e-08 │     5.064     7.924    │
│ 30 │ f(x)=    12.988 │   8.66e-08 │     5.063     7.925    │
│ 31 │ f(x)=    12.988 │   8.67e-08 │     5.063     7.925    │
│ 32 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 33 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 34 │ f(x)=    12.988 │   8.68e-08 │     5.061     7.926    │
│ 35 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 36 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 37 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 38 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 39 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 40 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.927    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03766
   Total Core solution elapsed time:       3.75618
   Linear solver elapsed time:             3.12502 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 21/31, alpha value: 1e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-28    │
│  2 │ f(x)=     71712 │   0.000251 │ 7.132e+04     397.2    │
│  3 │ f(x)=    1195.3 │   4.99e-06 │      1195   0.07421    │
│  4 │ f(x)=    2034.2 │   1.44e-05 │      1998     36.28    │
│  5 │ f(x)=     370.6 │   2.67e-06 │     366.8     3.796    │
│  6 │ f(x)=    313.11 │   3.94e-06 │     296.6     16.48    │
│  7 │ f(x)=    125.45 │    7.9e-07 │     117.9     7.531    │
│  8 │ f(x)=    102.68 │   6.55e-07 │      93.8     8.884    │
│  9 │ f(x)=    58.868 │    7.4e-07 │     44.27     14.59    │
│ 10 │ f(x)=    42.858 │   3.92e-07 │     28.75     14.11    │
│ 11 │ f(x)=    30.214 │   2.06e-07 │     15.55     14.66    │
│ 12 │ f(x)=    27.069 │   2.27e-07 │     12.64     14.43    │
│ 13 │ f(x)=    23.067 │   2.36e-07 │     8.939     14.13    │
│ 14 │ f(x)=    22.643 │   1.56e-07 │       9.7     12.94    │
│ 15 │ f(x)=    22.918 │   7.35e-08 │     10.63     12.29    │
│ 16 │ f(x)=    22.676 │   1.41e-07 │      9.84     12.84    │
│ 17 │ f(x)=    22.669 │   1.41e-07 │     9.832     12.84    │
│ 18 │ f(x)=    22.668 │   1.42e-07 │     9.826     12.84    │
│ 19 │ f(x)=    22.671 │   1.45e-07 │     9.804     12.87    │
│ 20 │ f(x)=    22.668 │   1.48e-07 │     9.778     12.89    │
│ 21 │ f(x)=    22.663 │   1.51e-07 │     9.757     12.91    │
│ 22 │ f(x)=    22.663 │   1.52e-07 │     9.746     12.92    │
│ 23 │ f(x)=     22.66 │   1.53e-07 │     9.736     12.92    │
│ 24 │ f(x)=    22.657 │   1.54e-07 │     9.727     12.93    │
│ 25 │ f(x)=    22.655 │   1.54e-07 │     9.721     12.93    │
│ 26 │ f(x)=    22.653 │   1.55e-07 │     9.716     12.94    │
│ 27 │ f(x)=    22.651 │   1.55e-07 │     9.713     12.94    │
│ 28 │ f(x)=     22.65 │   1.55e-07 │      9.71     12.94    │
│ 29 │ f(x)=     22.65 │   1.55e-07 │     9.709     12.94    │
│ 30 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 31 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 32 │ f(x)=    22.649 │   1.56e-07 │     9.706     12.94    │
│ 33 │ f(x)=    22.648 │   1.56e-07 │     9.706     12.94    │
│ 34 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 35 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 36 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 37 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 38 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 39 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 40 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038551
   Total Core solution elapsed time:       3.48131
   Linear solver elapsed time:             2.90275 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 22/31, alpha value: 1.9953e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-28    │
│  2 │ f(x)=     72108 │   0.000253 │ 7.132e+04     792.4    │
│  3 │ f(x)=    1195.9 │   4.97e-06 │      1196    0.1465    │
│  4 │ f(x)=    2249.2 │   1.52e-05 │      2170     78.89    │
│  5 │ f(x)=    455.91 │   3.14e-06 │     450.1     5.763    │
│  6 │ f(x)=    537.82 │   6.68e-06 │     467.6     70.18    │
│  7 │ f(x)=    174.46 │   1.51e-06 │     160.5        14    │
│  8 │ f(x)=    144.68 │   1.36e-06 │     130.8     13.91    │
│  9 │ f(x)=    115.64 │   8.91e-07 │     102.3     13.33    │
│ 10 │ f(x)=    61.962 │   4.33e-07 │      39.9     22.06    │
│ 11 │ f(x)=    53.493 │   9.28e-07 │     28.45     25.04    │
│ 12 │ f(x)=    49.873 │   3.75e-07 │     28.32     21.56    │
│ 13 │ f(x)=    46.699 │    2.3e-07 │     26.23     20.47    │
│ 14 │ f(x)=    43.816 │   2.46e-07 │     24.24     19.57    │
│ 15 │ f(x)=    40.609 │   1.99e-07 │     21.69     18.92    │
│ 16 │ f(x)=    39.455 │   4.62e-07 │        20     19.45    │
│ 17 │ f(x)=     38.82 │   8.48e-08 │     20.27     18.55    │
│ 18 │ f(x)=    38.667 │   5.97e-08 │     20.08     18.58    │
│ 19 │ f(x)=    38.202 │   5.57e-08 │     19.58     18.62    │
│ 20 │ f(x)=    37.955 │   1.12e-07 │     19.18     18.77    │
│ 21 │ f(x)=    37.924 │   2.27e-08 │     19.24     18.69    │
│ 22 │ f(x)=    37.924 │   1.12e-08 │     19.25     18.67    │
│ 23 │ f(x)=    37.924 │   1.93e-08 │     19.24     18.68    │
│ 24 │ f(x)=    37.884 │   8.41e-09 │     19.18      18.7    │
│ 25 │ f(x)=     37.89 │   6.51e-09 │      19.2     18.69    │
│ 26 │ f(x)=    37.883 │   7.86e-09 │     19.18      18.7    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040811
   Total Core solution elapsed time:       3.74742
   Linear solver elapsed time:             3.14202 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 23/31, alpha value: 3.9811e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-28    │
│  2 │ f(x)=     72896 │   0.000256 │ 7.132e+04      1581    │
│  3 │ f(x)=      1197 │   4.93e-06 │      1197    0.2863    │
│  4 │ f(x)=    1854.5 │   1.38e-05 │      1744     110.7    │
│  5 │ f(x)=    363.81 │   2.86e-06 │     350.1      13.7    │
│  6 │ f(x)=    554.86 │   9.89e-06 │     387.8       167    │
│  7 │ f(x)=    223.29 │   1.96e-06 │     207.5      15.8    │
│  8 │ f(x)=    189.12 │   1.58e-06 │     172.7     16.37    │
│  9 │ f(x)=    158.91 │   1.06e-06 │     144.4     14.47    │
│ 10 │ f(x)=    100.33 │   8.39e-07 │     76.79     23.54    │
│ 11 │ f(x)=    89.996 │   2.69e-06 │     43.01     46.99    │
│ 12 │ f(x)=    81.884 │   5.22e-07 │     54.14     27.74    │
│ 13 │ f(x)=    80.243 │   3.75e-07 │     53.47     26.78    │
│ 14 │ f(x)=    74.268 │    3.9e-07 │     48.44     25.83    │
│ 15 │ f(x)=    71.276 │      5e-07 │     45.88      25.4    │
│ 16 │ f(x)=      67.8 │   2.32e-07 │     42.17     25.63    │
│ 17 │ f(x)=    66.774 │   1.68e-07 │     41.44     25.34    │
│ 18 │ f(x)=    65.473 │   1.77e-07 │     40.26     25.21    │
│ 19 │ f(x)=    64.258 │   2.01e-07 │     38.77     25.49    │
│ 20 │ f(x)=    63.946 │   7.84e-08 │     38.49     25.45    │
│ 21 │ f(x)=    63.789 │   5.39e-08 │     38.34     25.45    │
│ 22 │ f(x)=    63.627 │   4.51e-08 │     38.15     25.48    │
│ 23 │ f(x)=    63.534 │   9.03e-08 │     38.06     25.48    │
│ 24 │ f(x)=    63.523 │    1.4e-08 │     38.08     25.44    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039969
   Total Core solution elapsed time:       3.54377
   Linear solver elapsed time:             3.00292 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 24/31, alpha value: 7.9433e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-27    │
│  2 │ f(x)=     74470 │   0.000264 │ 7.132e+04      3155    │
│  3 │ f(x)=    1199.2 │   4.87e-06 │      1199    0.5484    │
│  4 │ f(x)=    774.16 │   9.13e-06 │       660     114.1    │
│  5 │ f(x)=     335.5 │   8.34e-06 │     254.7     80.77    │
│  6 │ f(x)=    270.28 │   4.66e-06 │     239.5     30.82    │
│  7 │ f(x)=     206.2 │   1.18e-06 │     188.9     17.28    │
│  8 │ f(x)=    191.31 │   1.14e-06 │     173.2     18.06    │
│  9 │ f(x)=    160.85 │   1.43e-06 │     142.6      18.3    │
│ 10 │ f(x)=    146.16 │   4.31e-06 │     99.12     47.04    │
│ 11 │ f(x)=    123.96 │   7.27e-07 │     98.56     25.39    │
│ 12 │ f(x)=    120.61 │    4.9e-07 │     95.68     24.94    │
│ 13 │ f(x)=    114.64 │   5.39e-07 │     88.28     26.36    │
│ 14 │ f(x)=    108.99 │   1.14e-06 │     79.71     29.28    │
│ 15 │ f(x)=    106.18 │   4.61e-07 │     77.69     28.49    │
│ 16 │ f(x)=    104.33 │   3.08e-07 │     75.91     28.42    │
│ 17 │ f(x)=     102.8 │    2.8e-07 │     74.24     28.56    │
│ 18 │ f(x)=    100.88 │   7.13e-07 │     71.33     29.54    │
│ 19 │ f(x)=    100.39 │   1.43e-07 │     71.32     29.06    │
│ 20 │ f(x)=    100.22 │   9.97e-08 │     71.18     29.04    │
│ 21 │ f(x)=     99.68 │   1.09e-07 │     70.62     29.06    │
│ 22 │ f(x)=    99.264 │   1.07e-07 │     70.31     28.95    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039922
   Total Core solution elapsed time:       3.09073
   Linear solver elapsed time:             2.61259 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 25/31, alpha value: 1.5849e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-27    │
│  2 │ f(x)=     77610 │   0.000284 │ 7.132e+04      6294    │
│  3 │ f(x)=    1203.3 │    4.8e-06 │      1202     1.011    │
│  4 │ f(x)=    328.68 │    7.4e-06 │       219     109.7    │
│  5 │ f(x)=    455.44 │   2.08e-05 │     199.6     255.9    │
│  6 │ f(x)=    286.08 │   6.46e-06 │     212.1     74.02    │
│  7 │ f(x)=       277 │   2.54e-06 │     245.8     31.22    │
│  8 │ f(x)=    237.11 │   1.81e-06 │     210.7     26.39    │
│  9 │ f(x)=    193.38 │   2.74e-06 │     169.3     24.07    │
│ 10 │ f(x)=     187.1 │    5.3e-06 │     148.9     38.24    │
│ 11 │ f(x)=    174.07 │   1.18e-06 │     154.4     19.67    │
│ 12 │ f(x)=    170.97 │   8.01e-07 │     152.1     18.82    │
│ 13 │ f(x)=    163.81 │    8.7e-07 │     144.1     19.71    │
│ 14 │ f(x)=    157.24 │   1.22e-06 │     135.7     21.52    │
│ 15 │ f(x)=    148.14 │   7.94e-07 │     123.2     24.92    │
│ 16 │ f(x)=    143.35 │   5.68e-07 │     117.6     25.77    │
│ 17 │ f(x)=    140.07 │   1.07e-06 │     112.6     27.46    │
│ 18 │ f(x)=    139.75 │   2.69e-07 │     113.4      26.3    │
│ 19 │ f(x)=    139.78 │   1.65e-07 │     113.7     26.09    │
│ 20 │ f(x)=    139.77 │   2.48e-07 │     113.5     26.26    │
│ 21 │ f(x)=    139.76 │   2.49e-07 │     113.5     26.26    │
│ 22 │ f(x)=    139.76 │    2.5e-07 │     113.5     26.26    │
│ 23 │ f(x)=    139.76 │   2.54e-07 │     113.5     26.27    │
│ 24 │ f(x)=    139.77 │   2.59e-07 │     113.5     26.28    │
│ 25 │ f(x)=    139.76 │   2.62e-07 │     113.5     26.28    │
│ 26 │ f(x)=    139.76 │   2.64e-07 │     113.5     26.29    │
│ 27 │ f(x)=    139.76 │   2.66e-07 │     113.5     26.29    │
│ 28 │ f(x)=    139.76 │   2.67e-07 │     113.5     26.29    │
│ 29 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 30 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 31 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 32 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 33 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 34 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 35 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 36 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 37 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 38 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 39 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 40 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037004
   Total Core solution elapsed time:       3.55296
   Linear solver elapsed time:             2.95382 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 26/31, alpha value: 3.1623e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-27    │
│  2 │ f(x)=     83874 │   0.000334 │ 7.132e+04 1.256e+04    │
│  3 │ f(x)=    1210.5 │    4.8e-06 │      1209     1.738    │
│  4 │ f(x)=    506.75 │    8.9e-06 │     419.4     87.32    │
│  5 │ f(x)=    446.42 │   2.49e-05 │     213.4       233    │
│  6 │ f(x)=    316.22 │   4.77e-06 │     254.4     61.87    │
│  7 │ f(x)=    299.43 │   3.25e-06 │     247.9     51.51    │
│  8 │ f(x)=    256.47 │   4.06e-06 │     217.7      38.8    │
│  9 │ f(x)=    228.37 │   3.74e-06 │     200.6     27.73    │
│ 10 │ f(x)=    232.34 │   1.11e-05 │     178.1     54.26    │
│ 11 │ f(x)=    214.17 │   5.78e-06 │     185.7     28.42    │
│ 12 │ f(x)=     202.2 │   1.36e-06 │     182.1      20.1    │
│ 13 │ f(x)=    200.37 │   1.11e-06 │     181.6     18.78    │
│ 14 │ f(x)=    196.33 │   1.34e-06 │     178.7     17.63    │
│ 15 │ f(x)=    190.45 │   2.51e-06 │     172.3     18.18    │
│ 16 │ f(x)=    184.77 │    1.4e-06 │     167.3     17.49    │
│ 17 │ f(x)=    178.36 │   9.27e-07 │     160.4     17.98    │
│ 18 │ f(x)=    175.09 │   1.26e-06 │     156.2     18.94    │
│ 19 │ f(x)=    173.88 │   4.34e-07 │       155     18.85    │
│ 20 │ f(x)=    173.88 │   2.46e-07 │     155.3     18.57    │
│ 21 │ f(x)=    173.87 │   3.74e-07 │     155.1     18.77    │
│ 22 │ f(x)=    173.74 │   1.92e-07 │     155.3     18.43    │
│ 23 │ f(x)=    173.49 │   1.73e-07 │     154.9     18.56    │
│ 24 │ f(x)=    173.28 │   7.69e-08 │     154.6     18.63    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038326
   Total Core solution elapsed time:       3.05735
   Linear solver elapsed time:             2.57901 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 27/31, alpha value: 6.3096e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-26    │
│  2 │ f(x)=     96374 │   0.000463 │ 7.132e+04 2.506e+04    │
│  3 │ f(x)=    1220.7 │   5.17e-06 │      1218     2.747    │
│  4 │ f(x)=    803.79 │   1.05e-05 │     746.4     57.41    │
│  5 │ f(x)=    486.58 │   2.52e-05 │     311.5       175    │
│  6 │ f(x)=    404.52 │   7.55e-06 │     309.5     95.03    │
│  7 │ f(x)=    391.83 │   5.62e-06 │     320.6     71.25    │
│  8 │ f(x)=    334.87 │   6.84e-06 │     275.2     59.65    │
│  9 │ f(x)=    267.47 │   6.44e-06 │     228.2      39.3    │
│ 10 │ f(x)=    292.34 │   2.26e-05 │     197.7     94.63    │
│ 11 │ f(x)=    249.38 │   9.38e-06 │     210.2     39.18    │
│ 12 │ f(x)=    230.49 │   2.77e-06 │     202.3     28.19    │
│ 13 │ f(x)=    227.02 │   1.92e-06 │     202.1     24.94    │
│ 14 │ f(x)=    223.02 │   2.08e-06 │     200.6      22.4    │
│ 15 │ f(x)=    217.02 │   3.26e-06 │       198     19.04    │
│ 16 │ f(x)=     209.3 │   2.61e-06 │     193.8     15.52    │
│ 17 │ f(x)=       204 │   1.75e-06 │     191.3     12.74    │
│ 18 │ f(x)=    200.27 │    2.3e-06 │     188.7     11.54    │
│ 19 │ f(x)=    199.22 │   1.16e-06 │     188.3     10.88    │
│ 20 │ f(x)=    199.04 │   4.76e-07 │     188.4     10.68    │
│ 21 │ f(x)=    198.83 │   2.83e-07 │     188.2     10.66    │
│ 22 │ f(x)=    198.42 │   2.33e-07 │     187.7     10.73    │
│ 23 │ f(x)=    198.15 │   3.63e-07 │     187.3     10.88    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043469
   Total Core solution elapsed time:       2.96217
   Linear solver elapsed time:             2.50352 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 28/31, alpha value: 1.2589e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-26    │
│  2 │ f(x)=1.2131e+05 │   0.000758 │ 7.132e+04     5e+04    │
│  3 │ f(x)=    1223.5 │   7.24e-06 │      1218     5.481    │
│  4 │ f(x)=    1022.5 │   1.16e-05 │     989.3     33.28    │
│  5 │ f(x)=    683.56 │   2.96e-05 │     536.1     147.5    │
│  6 │ f(x)=    577.58 │    1.1e-05 │     469.9     107.7    │
│  7 │ f(x)=    549.24 │   9.18e-06 │     463.2     86.04    │
│  8 │ f(x)=    458.84 │   1.14e-05 │     382.5     76.32    │
│  9 │ f(x)=    338.95 │   1.22e-05 │     275.2     63.75    │
│ 10 │ f(x)=    353.31 │   3.76e-05 │     207.9     145.4    │
│ 11 │ f(x)=    296.66 │   1.92e-05 │     226.2     70.47    │
│ 12 │ f(x)=    264.73 │    5.2e-06 │     219.1     45.63    │
│ 13 │ f(x)=    259.17 │   3.62e-06 │     219.4     39.79    │
│ 14 │ f(x)=    252.24 │   3.87e-06 │     217.1      35.1    │
│ 15 │ f(x)=    242.18 │   5.91e-06 │       214     28.19    │
│ 16 │ f(x)=    230.92 │   5.22e-06 │     210.7     20.25    │
│ 17 │ f(x)=    222.89 │   3.51e-06 │     209.5     13.35    │
│ 18 │ f(x)=    216.54 │    4.2e-06 │     208.9     7.667    │
│ 19 │ f(x)=    215.18 │    3.7e-06 │     208.4     6.772    │
│ 20 │ f(x)=    214.25 │   1.05e-06 │     208.3     5.937    │
│ 21 │ f(x)=    214.02 │   6.32e-07 │     208.2     5.769    │
│ 22 │ f(x)=    213.56 │   5.64e-07 │     207.9     5.675    │
│ 23 │ f(x)=    213.21 │   5.86e-07 │     207.5     5.733    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040501
   Total Core solution elapsed time:       2.99523
   Linear solver elapsed time:             2.53559 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 29/31, alpha value: 2.5119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-26    │
│  2 │ f(x)=1.7108e+05 │    0.00139 │ 7.132e+04 9.976e+04    │
│  3 │ f(x)=    1228.9 │   1.33e-05 │      1218     10.94    │
│  4 │ f(x)=    1151.7 │   1.21e-05 │      1134     17.99    │
│  5 │ f(x)=     889.9 │   1.67e-05 │     813.2     76.67    │
│  6 │ f(x)=    732.72 │   3.17e-05 │     597.5     135.2    │
│  7 │ f(x)=    723.66 │   1.49e-05 │     637.5     86.12    │
│  8 │ f(x)=    667.62 │   1.09e-05 │       600     67.66    │
│  9 │ f(x)=    538.85 │    1.7e-05 │     469.4     69.44    │
│ 10 │ f(x)=    384.08 │   1.72e-05 │     314.4      69.7    │
│ 11 │ f(x)=    436.76 │   6.77e-05 │     213.5     223.2    │
│ 12 │ f(x)=    336.07 │   3.16e-05 │     241.6     94.42    │
│ 13 │ f(x)=    300.11 │   7.93e-06 │     236.9     63.19    │
│ 14 │ f(x)=     295.1 │   5.57e-06 │     238.9     56.17    │
│ 15 │ f(x)=    284.12 │   7.87e-06 │     235.9     48.22    │
│ 16 │ f(x)=    264.81 │   1.15e-05 │     228.6     36.18    │
│ 17 │ f(x)=    246.59 │   1.85e-05 │     219.9     26.72    │
│ 18 │ f(x)=    231.07 │    6.7e-06 │     219.5     11.56    │
│ 19 │ f(x)=    225.58 │   3.84e-06 │     219.1     6.499    │
│ 20 │ f(x)=    223.17 │   2.84e-06 │     218.8     4.384    │
│ 21 │ f(x)=    222.47 │   4.84e-06 │     218.5      3.95    │
│ 22 │ f(x)=    221.59 │   1.02e-06 │     218.4     3.145    │
│ 23 │ f(x)=    221.47 │   6.48e-07 │     218.4     3.085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037497
   Total Core solution elapsed time:       3.06046
   Linear solver elapsed time:             2.58674 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 30/31, alpha value: 5.0119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-26    │
│  2 │ f(x)=2.7036e+05 │    0.00266 │ 7.132e+04  1.99e+05    │
│  3 │ f(x)=    1239.8 │   2.67e-05 │      1218     21.82    │
│  4 │ f(x)=    1221.8 │   1.25e-05 │      1212      9.37    │
│  5 │ f(x)=      1178 │   9.84e-06 │      1167     11.12    │
│  6 │ f(x)=    1095.7 │   1.57e-05 │      1069     26.73    │
│  7 │ f(x)=    964.08 │   2.33e-05 │     909.3     54.77    │
│  8 │ f(x)=    763.52 │   2.36e-05 │     658.8     104.8    │
│  9 │ f(x)=    633.85 │   1.83e-05 │     524.7     109.1    │
│ 10 │ f(x)=    463.52 │   2.55e-05 │     353.7     109.8    │
│ 11 │ f(x)=    416.05 │   2.96e-05 │     310.7     105.4    │
│ 12 │ f(x)=    405.46 │   1.38e-05 │     322.3     83.13    │
│ 13 │ f(x)=    387.64 │   1.11e-05 │     314.5      73.1    │
│ 14 │ f(x)=    360.09 │   1.57e-05 │     291.3     68.81    │
│ 15 │ f(x)=    309.28 │   2.15e-05 │     253.5     55.77    │
│ 16 │ f(x)=    273.31 │   3.89e-05 │     223.8     49.52    │
│ 17 │ f(x)=    243.49 │   1.36e-05 │     224.4     19.05    │
│ 18 │ f(x)=    233.58 │   7.35e-06 │     225.2     8.414    │
│ 19 │ f(x)=    229.03 │   5.67e-06 │     224.8     4.212    │
│ 20 │ f(x)=    227.95 │   9.66e-06 │     224.7     3.283    │
│ 21 │ f(x)=    226.31 │   2.19e-06 │     224.6     1.735    │
│ 22 │ f(x)=    226.05 │   1.31e-06 │     224.5     1.583    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037096
   Total Core solution elapsed time:       2.85358
   Linear solver elapsed time:             2.42357 (85%)

   Total elapsed time: 0 hrs 0 min 2 sec
------------------------------------------------------------
      alpha iteration: 31/31, alpha value: 1e-11
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-25    │
│  2 │ f(x)=4.6847e+05 │    0.00522 │ 7.132e+04 3.972e+05    │
│  3 │ f(x)=    1261.5 │   5.43e-05 │      1218     43.54    │
│  4 │ f(x)=    1256.5 │   1.26e-05 │      1252     4.789    │
│  5 │ f(x)=    1248.1 │   8.31e-06 │      1244     3.961    │
│  6 │ f(x)=    1180.1 │   1.62e-05 │      1165      15.5    │
│  7 │ f(x)=    1118.9 │   2.31e-05 │      1089     29.63    │
│  8 │ f(x)=    1022.4 │   2.22e-05 │     971.7      50.7    │
│  9 │ f(x)=    810.58 │   5.55e-05 │     690.7     119.9    │
│ 10 │ f(x)=    699.58 │   2.22e-05 │     592.2     107.4    │
│ 11 │ f(x)=    636.15 │   1.96e-05 │     543.5     92.63    │
│ 12 │ f(x)=    566.63 │   2.29e-05 │     473.1     93.57    │
│ 13 │ f(x)=    484.12 │    5.7e-05 │       356     128.1    │
│ 14 │ f(x)=     459.3 │   2.05e-05 │     368.1     91.21    │
│ 15 │ f(x)=    430.26 │   1.96e-05 │     353.5     76.79    │
│ 16 │ f(x)=    352.38 │    3.2e-05 │     294.1     58.27    │
│ 17 │ f(x)=    271.51 │   3.78e-05 │     240.9     30.61    │
│ 18 │ f(x)=    319.35 │   9.28e-05 │     243.6     75.75    │
│ 19 │ f(x)=    248.24 │   3.35e-05 │     229.5     18.74    │
│ 20 │ f(x)=    233.89 │   1.12e-05 │     228.4     5.526    │
│ 21 │ f(x)=    230.82 │   5.51e-06 │       228     2.773    │
│ 22 │ f(x)=    229.56 │   5.42e-06 │     227.8     1.782    │
│ 23 │ f(x)=     228.6 │   7.33e-06 │     227.4      1.24    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040052
   Total Core solution elapsed time:       3.10269
   Linear solver elapsed time:             2.6181  (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.779e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.589    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195    0.0003    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641     0.526    │
│  5 │ f(x)=    504.83 │    3.4e-06 │     504.8   0.03169    │
│  6 │ f(x)=    740.58 │   7.47e-06 │     740.2    0.4202    │
│  7 │ f(x)=    163.99 │    1.4e-06 │     163.9    0.1135    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2567    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2255    │
│ 10 │ f(x)=    51.339 │   4.07e-07 │     51.09     0.249    │
│ 11 │ f(x)=    26.737 │   2.73e-07 │     26.41    0.3316    │
│ 12 │ f(x)=    15.506 │   1.64e-07 │     15.16     0.347    │
│ 13 │ f(x)=     10.13 │   1.15e-07 │     9.793    0.3374    │
│ 14 │ f(x)=    6.0393 │    9.7e-08 │     5.705    0.3343    │
│ 15 │ f(x)=    2.7181 │   9.13e-08 │     2.372    0.3463    │
│ 16 │ f(x)=    1.9229 │   3.89e-08 │     1.594    0.3294    │
│ 17 │ f(x)=     1.548 │   3.95e-08 │     1.221    0.3274    │
│ 18 │ f(x)=    1.0957 │   4.08e-08 │    0.7833    0.3124    │
│ 19 │ f(x)=   0.72964 │   1.74e-08 │    0.4386     0.291    │
│ 20 │ f(x)=   0.65174 │   1.27e-08 │    0.3776    0.2742    │
│ 21 │ f(x)=   0.56945 │   1.37e-08 │    0.3102    0.2592    │
│ 22 │ f(x)=   0.40776 │   1.27e-08 │    0.1807     0.227    │
│ 23 │ f(x)=   0.35508 │   1.94e-08 │    0.1573    0.1977    │
│ 24 │ f(x)=   0.28474 │   9.57e-09 │   0.09248    0.1923    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038301
   Total Core solution elapsed time:       3.98762
   Linear solver elapsed time:             3.39894 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Mesh 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2567
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 1572
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 4616
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Mesh 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2567
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 1572
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 4616
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Pig 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2085
   Loading SeaRISE data from NetCDF
   Interpolating surface and ice base
   Constructing thickness
   Interpolating temperatures
   Loading velocities data from NetCDF
   Set observed velocities
   Set Pressure
   Construct ice rheological properties
   Interpolating surface mass balance
   Set geothermal heat flux
   Construct basal friction parameters
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬──────────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions       │
├────┼─────────────────┼────────────┼──────────────────────────────┤
│  1 │ f(x)=     10690 │       51.3 │      1475      9214 3.271e-11│
│  2 │ f(x)=    3165.2 │        6.8 │      68.4      3097 5.082e-10│
│  3 │ f(x)=    2709.5 │       5.43 │     51.99      2658 6.208e-10│
│  4 │ f(x)=      1527 │       2.59 │     19.93      1507 1.367e-09│
│  5 │ f(x)=    948.76 │       1.43 │     8.873     939.9 2.507e-09│
│  6 │ f(x)=    538.96 │      0.704 │     3.362     535.6 4.587e-09│
│  7 │ f(x)=    320.85 │      0.352 │     1.654     319.2 7.502e-09│
│  8 │ f(x)=    198.61 │      0.154 │     1.284     197.3 1.178e-08│
│  9 │ f(x)=    157.58 │      0.319 │     1.336     156.2 1.612e-08│
│ 10 │ f(x)=     134.5 │      0.116 │     1.478       133 1.929e-08│
│ 11 │ f(x)=    129.99 │     0.0779 │     1.476     128.5 1.983e-08│
│ 12 │ f(x)=    122.97 │     0.0862 │     1.467     121.5 2.173e-08│
│ 13 │ f(x)=    119.93 │     0.0654 │     1.461     118.5 2.225e-08│
│ 14 │ f(x)=    114.49 │     0.0559 │     1.408     113.1 2.332e-08│
│ 15 │ f(x)=    111.94 │     0.0419 │     1.394     110.5 2.418e-08│
│ 16 │ f(x)=    110.08 │     0.0324 │     1.399     108.7 2.511e-08│
│ 17 │ f(x)=    106.57 │     0.0347 │     1.392     105.2 2.754e-08│
│ 18 │ f(x)=    104.78 │     0.0645 │     1.351     103.4 3.038e-08│
│ 19 │ f(x)=    103.26 │     0.0712 │     1.319     101.9 3.056e-08│
│ 20 │ f(x)=    103.49 │     0.0697 │     1.293     102.2 3.191e-08│
│ 21 │ f(x)=    102.85 │     0.0361 │     1.296     101.6 3.106e-08│
│ 22 │ f(x)=    102.51 │     0.0854 │     1.293     101.2 3.086e-08│
└────┴─────────────────┴────────────┴──────────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.048168
   Total Core solution elapsed time:       5.55403
   Linear solver elapsed time:             3.4299  (62%)

   Total elapsed time: 0 hrs 0 min 5 sec
   Extruding mesh
   Using HO Ice Flow Model
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.107845
   Total Core solution elapsed time:       1.84282
   Linear solver elapsed time:             1.11547 (61%)

   Total elapsed time: 0 hrs 0 min 1 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-Pig 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2085
   Loading SeaRISE data from NetCDF
   Interpolating surface and ice base
   Constructing thickness
   Interpolating temperatures
   Loading velocities data from NetCDF
   Set observed velocities
   Set Pressure
   Construct ice rheological properties
   Interpolating surface mass balance
   Set geothermal heat flux
   Construct basal friction parameters
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬──────────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions       │
├────┼─────────────────┼────────────┼──────────────────────────────┤
│  1 │ f(x)=     10690 │       51.3 │      1475      9214 3.271e-11│
│  2 │ f(x)=    3165.2 │        6.8 │      68.4      3097 5.082e-10│
│  3 │ f(x)=    2709.5 │       5.43 │     51.99      2658 6.208e-10│
│  4 │ f(x)=      1527 │       2.59 │     19.93      1507 1.367e-09│
│  5 │ f(x)=    948.76 │       1.43 │     8.873     939.9 2.507e-09│
│  6 │ f(x)=    538.96 │      0.704 │     3.362     535.6 4.587e-09│
│  7 │ f(x)=    320.85 │      0.352 │     1.654     319.2 7.502e-09│
│  8 │ f(x)=    198.61 │      0.154 │     1.284     197.3 1.178e-08│
│  9 │ f(x)=    157.58 │      0.319 │     1.336     156.2 1.612e-08│
│ 10 │ f(x)=     134.5 │      0.116 │     1.478       133 1.929e-08│
│ 11 │ f(x)=    129.99 │     0.0779 │     1.476     128.5 1.983e-08│
│ 12 │ f(x)=    122.97 │     0.0862 │     1.467     121.5 2.173e-08│
│ 13 │ f(x)=    119.93 │     0.0654 │     1.461     118.5 2.225e-08│
│ 14 │ f(x)=    114.49 │     0.0559 │     1.408     113.1 2.332e-08│
│ 15 │ f(x)=    111.94 │     0.0419 │     1.394     110.5 2.418e-08│
│ 16 │ f(x)=    110.08 │     0.0324 │     1.399     108.7 2.511e-08│
│ 17 │ f(x)=    106.57 │     0.0347 │     1.392     105.2 2.754e-08│
│ 18 │ f(x)=    104.78 │     0.0645 │     1.351     103.4 3.038e-08│
│ 19 │ f(x)=    103.26 │     0.0712 │     1.319     101.9 3.056e-08│
│ 20 │ f(x)=    103.49 │     0.0697 │     1.293     102.2 3.191e-08│
│ 21 │ f(x)=    102.85 │     0.0361 │     1.296     101.6 3.106e-08│
│ 22 │ f(x)=    102.51 │     0.0854 │     1.293     101.2 3.086e-08│
└────┴─────────────────┴────────────┴──────────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.048168
   Total Core solution elapsed time:       5.55403
   Linear solver elapsed time:             3.4299  (62%)

   Total elapsed time: 0 hrs 0 min 5 sec
   Extruding mesh
   Using HO Ice Flow Model
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.107845
   Total Core solution elapsed time:       1.84282
   Linear solver elapsed time:             1.11547 (61%)

   Total elapsed time: 0 hrs 0 min 1 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-PigSensitivity 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.059983
   Total Core solution elapsed time:       8.48695
   Linear solver elapsed time:             4.93982 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.057483
   Total Core solution elapsed time:       8.47145
   Linear solver elapsed time:             4.97233 (59%)

   Total elapsed time: 0 hrs 0 min 8 sec
NOTE: using observed velocities to create constraints along new boundary
      boundary conditions for stressbalance model: spc set as observed velocities
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.058689
   Total Core solution elapsed time:       8.73439
   Linear solver elapsed time:             5.03972 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.055387
   Total Core solution elapsed time:       8.35848
   Linear solver elapsed time:             4.87739 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-PigSensitivity 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.059983
   Total Core solution elapsed time:       8.48695
   Linear solver elapsed time:             4.93982 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.057483
   Total Core solution elapsed time:       8.47145
   Linear solver elapsed time:             4.97233 (59%)

   Total elapsed time: 0 hrs 0 min 8 sec
NOTE: using observed velocities to create constraints along new boundary
      boundary conditions for stressbalance model: spc set as observed velocities
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.058689
   Total Core solution elapsed time:       8.73439
   Linear solver elapsed time:             5.03972 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.055387
   Total Core solution elapsed time:       8.35848
   Linear solver elapsed time:             4.87739 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-SquareIceShelf 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      initial velocity
      creating flow law parameter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.03202
   Total Core solution elapsed time:       0.21716
   Linear solver elapsed time:             0.188985 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0

+++ Running case: Example-SquareIceShelf 
+++ working dir: /Users/jenkins/workspace/macOS-Intel-Examples/nightlylog

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      initial velocity
      creating flow law parameter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.03202
   Total Core solution elapsed time:       0.21716
   Linear solver elapsed time:             0.188985 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
SUCCESS
+++ exit code: 0
+++ error: 0
----------MATLAB exited in error!----------
starting: AMR

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Coarse mesh
Construction of a mesh from a given geometry
   Step 2: Parameterization
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
   Step 3: Solve!
checking model consistency
marshalling file mismip.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
iteration 1/500  time [yr]: 1.00 (time step: 1.00)
   computing smb 
   computing new velocity
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)
WARNING: Solver failed, Trying Recovery Mode
solver residue too high!: norm(KU-F)/norm(F)=0.0103007 &gt; 0.01 (md.settings.solver_residue_threshold)

[0] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[0] Solverx error message: Recovery solver failed...


[1] ??? Error using ==&gt; ./modules/Solverx/Solverx.cpp:32
[1] Solverx error message: Recovery solver failed...

loading results from cluster
cp: /Users/jenkins/workspace/macOS-Intel-Examples//execution/mismip-11-29-2024-17-29-18-49823//mismip.outbin: No such file or directory
[Warning:
============================================================
   Binary file mismip.outbin not found!

   This typically happens when the run crashed.
   Please check for error messages above or in the outlog
============================================================
] 
[&gt; In loadresultsfromdisk (line 16)
In loadresultsfromcluster (line 50)
In solve (line 180)
In runme (line 65)] 
[Warning: Directory already exists.] 
[&gt; In AMRexportVTK (line 17)
In runme (line 68)] 
Unrecognized field name "TransientSolution".

Error in AMRexportVTK (line 62)
 	if(isfield(model.results.TransientSolution,'MeshElements'))

Error in runme (line 68)
	AMRexportVTK('./VTK',md);FAILURE
finished: AMR
starting: EsaGRACE

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Global mesh creation
Info    : Running 'gmsh -2 sphere.geo' [Gmsh 4.12.2-git-c432a9f, 1 node, max. 1 thread]
Info    : Started on Fri Nov 29 17:29:54 2024
Info    : Reading 'sphere.geo'...
Info    : Done reading 'sphere.geo'
Info    : Meshing 1D...
Info    : [  0%] Meshing curve 1 (Circle)
Info    : [ 10%] Meshing curve 2 (Circle)
Info    : [ 20%] Meshing curve 3 (Circle)
Info    : [ 30%] Meshing curve 4 (Circle)
Info    : [ 40%] Meshing curve 5 (Circle)
Info    : [ 50%] Meshing curve 6 (Circle)
Info    : [ 50%] Meshing curve 7 (Circle)
Info    : [ 60%] Meshing curve 8 (Circle)
Info    : [ 70%] Meshing curve 9 (Circle)
Info    : [ 80%] Meshing curve 10 (Circle)
Info    : [ 90%] Meshing curve 11 (Circle)
Info    : [100%] Meshing curve 12 (Circle)
Info    : Done meshing 1D (Wall 0.00238456s, CPU 0.002029s)
Info    : Meshing 2D...
Info    : [  0%] Meshing surface 14 (Surface, MeshAdapt)
Info    : [ 20%] Meshing surface 16 (Surface, MeshAdapt)
Info    : [ 30%] Meshing surface 18 (Surface, MeshAdapt)
Info    : [ 40%] Meshing surface 20 (Surface, MeshAdapt)
Info    : [ 50%] Meshing surface 22 (Surface, MeshAdapt)
Info    : [ 70%] Meshing surface 24 (Surface, MeshAdapt)
Info    : [ 80%] Meshing surface 26 (Surface, MeshAdapt)
Info    : [ 90%] Meshing surface 28 (Surface, MeshAdapt)
Info    : Done meshing 2D (Wall 53.4217s, CPU 31.9162s)
Info    : 7669 nodes 15747 elements
Info    : Writing 'sphere.msh'...
Info    : Done writing 'sphere.msh'
Info    : Stopped on Fri Nov 29 17:30:47 2024 (From start: Wall 53.561s, CPU 32.0102s)
gmtmask: num vertices 7668
gmtmask: done
   Step 2: Define loads in meters of ice height equivalent
1 of 1 months done!
   Step 3: Parameterization
   Step 4: Solve Esa solver
checking model consistency
marshalling file EsaGRACE.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.387392
   Total Core solution elapsed time:       20.4316
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 20 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 5: Plot solutions
SUCCESS
finished: EsaGRACE
starting: EsaWahr

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
   Step 2: Anisotropic mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 4207
   Step 3: Define loads
   Step 4: Parameterization
   Step 5: Solve Esa solver
checking model consistency
marshalling file EsaWahr.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   starting model processor 
   creating datasets for analysis EsaAnalysis
   updating elements and materials for control parameters
   updating elements and materials for uncertainty quantification
   creating output definitions
   done with model processor 
   Processing finite element model of analysis EsaAnalysis:
      toolkits Options set for analysis: EsaAnalysis
      configuring element and loads
      Configuring elements...
      Configuring loads...
      Configuring materials...
      Configuring inputs...
      detecting active vertices
      resolving node constraints
      creating nodal degrees of freedom
   Renumbering degrees of freedom
call computational core:
   computing elastic adjustment
      toolkits Options set for analysis: EsaAnalysis
   computing elastic geodetic core
write lock file:

   FemModel initialization elapsed time:   0.234546
   Total Core solution elapsed time:       1.30975
   Linear solver elapsed time:             0       (0%)

   Total elapsed time: 0 hrs 0 min 1 sec
WARNING! There are options you set that were not used!
WARNING! could be spelling mistake, etc!
There are 7 unused database options. They are:
Option left: name:-ksp_type value: preonly source: code
Option left: name:-mat_mumps_icntl_14 value: 120 source: code
Option left: name:-mat_mumps_icntl_28 value: 2 source: code
Option left: name:-mat_mumps_icntl_29 value: 2 source: code
Option left: name:-mat_type value: mpiaij source: code
Option left: name:-pc_factor_mat_solver_type value: mumps source: code
Option left: name:-pc_type value: lu source: code
loading results from cluster
   Step 6: Plot solutions
   Step 7: Compare results against Wahr semi-analytic solutions
SUCCESS
finished: EsaWahr
starting: Greenland

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 6345
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     59172.79  |       7092.887      52079.9 6.085212e-32
 x =         1 | f(x) =     50954.87  |       3600.244     47354.58   0.04587451
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     50953.45  |       3598.809      47354.6   0.04587451
 x =         1 | f(x) =     44978.74  |       2137.679     42840.82    0.2370654
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44987.02  |       2146.197     42840.58    0.2370654
 x =         1 | f(x) =      44425.8  |       2044.873     42380.66    0.2722667
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     44432.36  |       2051.851     42380.24    0.2722667
 x =         1 | f(x) =     42775.97  |       1747.394     41028.16    0.4148691
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     42783.98  |       1756.726     41026.84    0.4148691
 x =         1 | f(x) =      41876.1  |       1659.336     40216.23    0.5302616
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41885.98  |       1670.347      40215.1    0.5302616
 x =         1 | f(x) =     40869.39  |       1561.173     39307.52    0.6932322
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     40870.91  |       1563.273     39306.95    0.6932322
 x =         1 | f(x) =     39697.76  |       1338.256     38358.58    0.9236775
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39697.43  |       1338.655     38357.85    0.9236775
 x =         1 | f(x) =     39040.22  |       1208.675     37830.47     1.071791
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39039.49  |       1208.558     37829.86     1.071791
 x =         1 | f(x) =     38556.09  |       1126.764     37428.13     1.191478
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38552.98  |       1124.507     37427.28     1.191478
 x =         1 | f(x) =     38121.56  |       1092.495     37027.74       1.3288
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     38122.77  |       1094.958     37026.49       1.3288
 x =         1 | f(x) =     37729.41  |       1149.628     36578.29     1.493932
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37740.46  |       1159.142     36579.82     1.493932
 x =         1 | f(x) =     37487.92  |       1087.186     36399.14     1.592633
 x =  0.381966 | f(x) =     37611.19  |       1112.303     36497.36     1.529775
 x =  0.618034 | f(x) =      37561.1  |       1101.089     36458.46      1.55338
 x =  0.763932 | f(x) =     37530.94  |       1093.798     36435.58     1.568476
 x =  0.854102 | f(x) =     37512.65  |       1089.499     36421.58     1.577683
 x =   0.90983 | f(x) =     37501.45  |       1086.979     36412.88     1.583344
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37484.86  |       1084.592     36398.67     1.592633
 x =         1 | f(x) =     37022.46  |       1018.285     36002.41     1.768007
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      37030.9  |       1026.085     36003.05     1.768007
 x =         1 | f(x) =     36814.89  |       1058.135      35754.9     1.859438
 x =  0.381966 | f(x) =     36898.13  |       989.5907     35906.74     1.799676
 x =  0.618034 | f(x) =     36853.98  |       1003.884     35848.28     1.821225
 x =  0.763932 | f(x) =     36838.62  |       1025.038     35811.75     1.835325
 x =  0.937069 | f(x) =     36824.08  |       1052.478     35769.75     1.852853
 x =  0.870937 | f(x) =     36839.21  |       1051.966      35785.4     1.846056
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      36824.8  |       1068.389     35754.55     1.859438
 x =         1 | f(x) =     36559.07  |       954.0377     35603.09     1.936544
 x =  0.381966 | f(x) =      36711.5  |       1017.403     35692.21     1.887487
 x =  0.618034 | f(x) =     36653.71  |       995.7569     35656.05     1.905392
 x =  0.763932 | f(x) =     36614.76  |       978.0481      35634.8     1.916939
 x =  0.854102 | f(x) =     36589.85  |       965.9689     35621.95      1.92432
 x =   0.90983 | f(x) =     36574.06  |       958.1749     35613.95     1.928974
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36552.27  |       948.6767     35601.65     1.936544
 x =         1 | f(x) =     36368.74  |       909.4905     35457.24     2.009954
 x =  0.381966 | f(x) =     36450.66  |       912.2196     35536.48     1.964688
 x =  0.618034 | f(x) =     36415.28  |       905.8741     35507.42     1.981913
 x =  0.763932 | f(x) =     36394.68  |       904.2792     35488.41     1.992565
 x =  0.854102 | f(x) =     36384.31  |       906.0028     35476.31     1.999281
 x =   0.90983 | f(x) =     36379.73  |       908.9319     35468.79     2.003357
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36373.34  |       914.7542     35456.58     2.009954
 x =         1 | f(x) =     36229.12  |       957.6674     35269.34     2.111313
 x =  0.381966 | f(x) =     36289.06  |       905.1848     35381.82     2.046875
 x =  0.618034 | f(x) =     36257.86  |       916.5034     35339.28     2.070593
 x =  0.763932 | f(x) =     36247.49  |       932.6872     35312.72     2.085785
 x =  0.913021 | f(x) =     36239.38  |       951.6387     35285.64     2.101794
 x =  0.856074 | f(x) =     36249.62  |        951.977     35295.55     2.095621
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36238.23  |       966.1893     35269.93     2.111313
 x =         1 | f(x) =     36005.81  |        893.306     35110.31      2.18899
 x =  0.381966 | f(x) =     36142.54  |       929.6447     35210.76     2.139784
 x =  0.618034 | f(x) =     36093.23  |       916.1558     35174.92     2.158128
 x =  0.763932 | f(x) =     36058.58  |       905.5225     35150.89      2.16975
 x =  0.854102 | f(x) =      36036.9  |       898.7214        35136     2.177043
 x =   0.90983 | f(x) =     36023.73  |       894.6151     35126.93      2.18159
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36005.22  |       890.2107     35112.82      2.18899
 x =         1 | f(x) =     35868.42  |       869.9581     34996.18     2.287732
 x =  0.381966 | f(x) =     35911.39  |       860.1821     35048.98     2.225541
 x =  0.618034 | f(x) =     35893.04  |       858.0691     35032.72     2.249067
 x =  0.763932 | f(x) =     35881.94  |       859.7353     35019.94     2.263658
 x =  0.854102 | f(x) =     35877.04  |        863.763     35011.01     2.272799
 x =   0.90983 | f(x) =     35875.47  |       868.0771     35005.11     2.278502
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35873.35  |       875.6681      34995.4     2.287732
 x =         1 | f(x) =     35723.35  |       910.5513     34810.43     2.374027
 x =  0.381966 | f(x) =     35789.66  |       860.5594     34926.79     2.319061
 x =  0.618034 | f(x) =     35757.04  |        868.789     34885.91     2.339232
 x =  0.763932 | f(x) =     35744.03  |       883.7317     34857.95     2.352231
 x =  0.854102 | f(x) =     35739.94  |       897.5494     34840.03     2.360435
 x =  0.930997 | f(x) =     35737.52  |         910.28     34824.87     2.367548
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35735.84  |       922.2347     34811.23     2.374027
 x =         1 | f(x) =     35602.51  |       870.7784      34729.3     2.423398
 x =  0.381966 | f(x) =     35668.82  |       880.0971     34786.33     2.391628
 x =  0.618034 | f(x) =      35644.9  |       872.7159     34769.79     2.403223
 x =  0.763932 | f(x) =     35629.08  |       870.0702      34756.6     2.410606
 x =  0.854102 | f(x) =     35618.25  |       868.4465     34747.39     2.415368
 x =   0.90983 | f(x) =     35610.89  |       867.4925     34740.98     2.418388
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35599.85  |       867.5045     34729.92     2.423398
 x =         1 | f(x) =     35435.33  |       841.7746     34591.04     2.515761
 x =  0.381966 | f(x) =     35503.09  |         830.83      34669.8     2.457304
 x =  0.618034 | f(x) =     35463.09  |       825.8312     34634.77     2.479098
 x =  0.763932 | f(x) =     35440.81  |       828.0732     34610.24     2.492898
 x =  0.854102 | f(x) =     35432.56  |       834.5397     34595.51     2.501553
 x =   0.90983 | f(x) =     35438.35  |       841.9242     34593.91      2.50695
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35439.26  |       840.4865     34596.27     2.501553
 x =         1 | f(x) =     35377.76  |       827.9224     34547.29      2.55107
 x =  0.381966 | f(x) =     35416.76  |       819.8319     34594.41     2.518729
 x =  0.618034 | f(x) =     35399.79  |       819.4099     34577.85     2.530419
 x =  0.763932 | f(x) =      35393.8  |       822.2266     34569.04     2.538053
 x =  0.944312 | f(x) =     35386.99  |       828.3334      34556.1     2.547926
 x =  0.875413 | f(x) =     35393.31  |       829.0398     34561.73     2.544098
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35389.05  |       833.3282     34553.17      2.55107
 x =         1 | f(x) =     35252.08  |       814.3329     34435.09     2.649675
 x =  0.381966 | f(x) =     35317.08  |        812.978     34501.52     2.588143
 x =  0.618034 | f(x) =     35288.37  |       809.7173     34476.04     2.611631
 x =  0.763932 | f(x) =     35271.33  |       809.3561     34459.34     2.626304
 x =  0.854102 | f(x) =     35263.63  |       811.1878     34449.81     2.635229
 x =   0.90983 | f(x) =     35260.58  |       813.8445     34444.09     2.640723
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35256.61  |       818.8749     34435.09     2.649675
 x =         1 | f(x) =     35162.53  |       858.2921      34301.5     2.735676
 x =  0.381966 | f(x) =     35180.62  |       812.9345     34365.01     2.680864
 x =  0.618034 | f(x) =     35153.13  |        821.969     34328.46     2.701321
 x =  0.763932 | f(x) =      35158.4  |       837.0539     34318.64     2.714145
 x =  0.645763 | f(x) =     35167.63  |       833.3939     34331.53     2.703727
 x =  0.527864 | f(x) =     35170.22  |       824.2447     34343.28     2.693582
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35160.91  |       827.0909     34331.12     2.701321
 x =         1 | f(x) =     35121.46  |       799.6834     34319.05     2.727668
 x =  0.381966 | f(x) =     35148.31  |       811.7236     34333.88     2.710517
 x =  0.618034 | f(x) =     35139.87  |       807.5895     34329.56     2.716726
 x =  0.763932 | f(x) =     35133.07  |       803.7524     34326.59     2.720775
 x =  0.854102 | f(x) =     35127.96  |       801.0172     34324.22     2.723358
 x =   0.90983 | f(x) =     35124.32  |        799.211     34322.38     2.724985
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35118.96  |       797.3028     34318.93     2.727668
 x =         1 | f(x) =     34992.01  |       809.2473     34179.93     2.832747
 x =  0.381966 | f(x) =     35054.02  |       790.9422     34260.32     2.766225
 x =  0.618034 | f(x) =     35029.18  |       793.4468     34232.94     2.790928
 x =  0.763932 | f(x) =      35015.1  |       799.2229     34213.07     2.806632
 x =  0.854102 | f(x) =     35009.09  |       806.1056     34200.17     2.816504
 x =   0.90983 | f(x) =     35007.39  |       812.5979     34191.96     2.822669
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35004.32  |       822.0412     34179.45     2.832747
 x =         1 | f(x) =     34934.87  |       806.5675     34125.43      2.86951
 x =  0.381966 | f(x) =     34947.17  |       786.7796     34157.55     2.846468
 x =  0.618034 | f(x) =     34937.13  |       788.8929     34145.39     2.855044
 x =  0.763932 | f(x) =     34935.71  |       795.0418     34137.81     2.860453
 x =   0.74801 | f(x) =     34937.94  |       796.5463     34138.54     2.859858
 x =  0.854102 | f(x) =     34938.58  |       802.5728     34133.14     2.863859
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      34941.3  |        812.768     34125.66      2.86951
 x =         1 | f(x) =     34824.78  |       779.5761     34042.27     2.935694
 x =  0.381966 | f(x) =     34880.03  |       788.1487     34088.99     2.894436
 x =  0.618034 | f(x) =      34858.6  |       784.1174     34071.58     2.910017
 x =  0.763932 | f(x) =     34843.89  |       780.8717     34060.09       2.9198
 x =  0.854102 | f(x) =     34835.33  |       779.3895     34053.01     2.925893
 x =   0.90983 | f(x) =     34830.74  |       779.0446     34048.77      2.92962
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34824.91  |       779.6846     34042.29     2.935694
 x =         1 | f(x) =     34721.73  |       773.8231      33944.9      3.01281
 x =  0.381966 | f(x) =     34777.78  |        771.994     34002.82     2.964709
 x =  0.618034 | f(x) =     34756.76  |        772.522     33981.26      2.98308
 x =  0.763932 | f(x) =     34743.45  |         772.81     33967.65     2.994362
 x =  0.854102 | f(x) =     34735.33  |        773.207     33959.12     3.001401
 x =   0.90983 | f(x) =     34730.47  |       773.6088     33953.85     3.005762
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.275796
   Total Core solution elapsed time:       123.8  
   Linear solver elapsed time:             58.8024 (47%)

   Total elapsed time: 0 hrs 2 min 4 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   41.3709 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        63.1693 &gt; 10 %
   Convergence criterion: max(du)                 0.000157033
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54074e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.67351 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.15748 &lt; 10 %
   Convergence criterion: max(du)                 8.86618e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64147e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.10917 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.86496 &lt; 10 %
   Convergence criterion: max(du)                 5.14917e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73417e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.445159 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.23492 &lt; 10 %
   Convergence criterion: max(du)                 2.12086e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92298e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.399759 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.1948 &gt; 10 %
   Convergence criterion: max(du)                 3.38382e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40223e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111051 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.36483 &lt; 10 %
   Convergence criterion: max(du)                 9.83429e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.14969e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61435e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.271724 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.1919 &gt; 10 %
   Convergence criterion: max(du)                 3.27294e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65874e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0760399 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.8671 &lt; 10 %
   Convergence criterion: max(du)                 1.51082e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04047e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58073e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.213591 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.878 &gt; 10 %
   Convergence criterion: max(du)                 4.34466e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56764e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.061585 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.90586 &lt; 10 %
   Convergence criterion: max(du)                 2.25839e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02224e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.17981 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        13.2233 &gt; 10 %
   Convergence criterion: max(du)                 4.70969e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54155e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519115 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.45845 &lt; 10 %
   Convergence criterion: max(du)                 2.79455e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87516e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48413e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.158264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        11.387 &gt; 10 %
   Convergence criterion: max(du)                 4.73371e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60601e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0451186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.99321 &lt; 10 %
   Convergence criterion: max(du)                 2.80974e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.02208e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41194e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.143012 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.5021 &lt; 10 %
   Convergence criterion: max(du)                 4.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.153015 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        7.82694 &lt; 10 %
   Convergence criterion: max(du)                 4.16497e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83923e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47723e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.148855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.42598 &lt; 10 %
   Convergence criterion: max(du)                 3.71475e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89397e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59661e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.14179 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.02041 &lt; 10 %
   Convergence criterion: max(du)                 3.04603e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57608e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.135019 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.86373 &lt; 10 %
   Convergence criterion: max(du)                 2.37104e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.24311e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64015e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129411 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.00071 &lt; 10 %
   Convergence criterion: max(du)                 1.79943e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69834e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4696e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124912 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.38988 &lt; 10 %
   Convergence criterion: max(du)                 1.36478e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90083e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61939e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121222 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.96582 &lt; 10 %
   Convergence criterion: max(du)                 1.05699e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89583e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72078e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.118073 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.66969 &lt; 10 %
   Convergence criterion: max(du)                 9.13358e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82196e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71344e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.115284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.45702 &lt; 10 %
   Convergence criterion: max(du)                 8.1737e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45359e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.112745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.29695 &lt; 10 %
   Convergence criterion: max(du)                 7.3362e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85221e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.41835e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.110393 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.17078 &lt; 10 %
   Convergence criterion: max(du)                 6.60728e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86174e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60941e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.06713 &lt; 10 %
   Convergence criterion: max(du)                 5.97276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.82328e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106124 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.979223 &lt; 10 %
   Convergence criterion: max(du)                 5.42073e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93123e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.903138 &lt; 10 %
   Convergence criterion: max(du)                 4.94323e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86669e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66663e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102305 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.83633 &lt; 10 %
   Convergence criterion: max(du)                 4.52668e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.04467e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.6137e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100537 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.777495 &lt; 10 %
   Convergence criterion: max(du)                 4.16577e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03421e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.725705 &lt; 10 %
   Convergence criterion: max(du)                 3.8535e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39915e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09726 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.680786 &lt; 10 %
   Convergence criterion: max(du)                 3.58314e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7877e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54747e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0957356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.641511 &lt; 10 %
   Convergence criterion: max(du)                 3.34844e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85572e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51013e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0942813 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606844 &lt; 10 %
   Convergence criterion: max(du)                 3.14377e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52766e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0928908 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.576072 &lt; 10 %
   Convergence criterion: max(du)                 2.96418e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.97529e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45777e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0915596 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.54863 &lt; 10 %
   Convergence criterion: max(du)                 2.80541e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77503e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53594e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0902827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.52399 &lt; 10 %
   Convergence criterion: max(du)                 2.66383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07061e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62191e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0890553 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.501679 &lt; 10 %
   Convergence criterion: max(du)                 2.53644e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51329e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878745 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.481525 &lt; 10 %
   Convergence criterion: max(du)                 2.42276e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70603e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47151e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.086737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.462913 &lt; 10 %
   Convergence criterion: max(du)                 2.3173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83672e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59169e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0856396 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445738 &lt; 10 %
   Convergence criterion: max(du)                 2.21987e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85314e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48721e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0845798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.429889 &lt; 10 %
   Convergence criterion: max(du)                 2.12971e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73362e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0835546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.41521 &lt; 10 %
   Convergence criterion: max(du)                 2.04545e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65053e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0825623 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.401608 &lt; 10 %
   Convergence criterion: max(du)                 1.96617e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69354e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48416e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0816006 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.388936 &lt; 10 %
   Convergence criterion: max(du)                 1.89116e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87823e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.55541e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0806678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.37712 &lt; 10 %
   Convergence criterion: max(du)                 1.81994e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.53146e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0797625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.366044 &lt; 10 %
   Convergence criterion: max(du)                 1.7521e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66292e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0788836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.355641 &lt; 10 %
   Convergence criterion: max(du)                 1.68725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89769e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.42994e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0780298 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.345811 &lt; 10 %
   Convergence criterion: max(du)                 1.62529e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.36403e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0772002 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.336513 &lt; 10 %
   Convergence criterion: max(du)                 1.56611e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98366e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64983e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763939 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327693 &lt; 10 %
   Convergence criterion: max(du)                 1.50945e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60882e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51611e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756098 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.319304 &lt; 10 %
   Convergence criterion: max(du)                 1.45514e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98164e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59519e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0748473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.311274 &lt; 10 %
   Convergence criterion: max(du)                 1.40306e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.338e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0741053 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.303625 &lt; 10 %
   Convergence criterion: max(du)                 1.37128e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57357e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4517e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296275 &lt; 10 %
   Convergence criterion: max(du)                 1.34222e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53631e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71756e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0726804 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.289269 &lt; 10 %
   Convergence criterion: max(du)                 1.31406e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85816e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40847e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0719965 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.282566 &lt; 10 %
   Convergence criterion: max(du)                 1.28675e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70925e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0713312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.276136 &lt; 10 %
   Convergence criterion: max(du)                 1.26026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89496e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74225e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706799 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.267376 &lt; 10 %
   Convergence criterion: max(du)                 1.21537e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81524e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.45954e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0700461 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.258629 &lt; 10 %
   Convergence criterion: max(du)                 1.16725e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71918e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35782e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0694296 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.250203 &lt; 10 %
   Convergence criterion: max(du)                 1.1193e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80264e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77411e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.06883 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.242144 &lt; 10 %
   Convergence criterion: max(du)                 1.07263e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89632e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54991e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0682467 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.234438 &lt; 10 %
   Convergence criterion: max(du)                 1.02752e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81531e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50506e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676788 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.227057 &lt; 10 %
   Convergence criterion: max(du)                 9.84042e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70437e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0671251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.219974 &lt; 10 %
   Convergence criterion: max(du)                 9.42131e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94681e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.61982e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0665849 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.213149 &lt; 10 %
   Convergence criterion: max(du)                 9.01718e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.0384e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0660571 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.206599 &lt; 10 %
   Convergence criterion: max(du)                 8.62728e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99494e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.72776e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0655406 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.200284 &lt; 10 %
   Convergence criterion: max(du)                 8.25088e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.92209e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64557e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650342 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.19419 &lt; 10 %
   Convergence criterion: max(du)                 7.88735e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01675e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64451e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645371 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188276 &lt; 10 %
   Convergence criterion: max(du)                 7.53608e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98614e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.613e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0640485 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.182633 &lt; 10 %
   Convergence criterion: max(du)                 7.19654e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57876e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0635682 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.1772 &lt; 10 %
   Convergence criterion: max(du)                 6.86826e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70284e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5463e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063095 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171974 &lt; 10 %
   Convergence criterion: max(du)                 6.55077e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.978e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48646e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0626287 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166915 &lt; 10 %
   Convergence criterion: max(du)                 6.24368e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78948e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0621693 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162059 &lt; 10 %
   Convergence criterion: max(du)                 5.94659e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07237e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.54936e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0617169 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157408 &lt; 10 %
   Convergence criterion: max(du)                 5.65917e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.2511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.66496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0612711 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.152934 &lt; 10 %
   Convergence criterion: max(du)                 5.38108e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67159e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.49351e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.060832 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.148619 &lt; 10 %
   Convergence criterion: max(du)                 5.11199e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75363e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.59488e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603996 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.144488 &lt; 10 %
   Convergence criterion: max(du)                 4.85159e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.85771e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67062e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0599737 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.14053 &lt; 10 %
   Convergence criterion: max(du)                 4.59961e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76612e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63598e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0595549 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.136729 &lt; 10 %
   Convergence criterion: max(du)                 4.38177e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.38059e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0591428 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.133092 &lt; 10 %
   Convergence criterion: max(du)                 4.18997e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56193e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.46308e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0587375 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.129495 &lt; 10 %
   Convergence criterion: max(du)                 4.0049e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91831e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77953e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.058339 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.126137 &lt; 10 %
   Convergence criterion: max(du)                 3.82626e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95722e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52787e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0579473 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.122972 &lt; 10 %
   Convergence criterion: max(du)                 3.65375e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74717e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0575625 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.119974 &lt; 10 %
   Convergence criterion: max(du)                 3.48708e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56405e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.4871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0571843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.117109 &lt; 10 %
   Convergence criterion: max(du)                 3.32601e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01386e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.65596e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0568134 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.114401 &lt; 10 %
   Convergence criterion: max(du)                 3.17027e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.35488e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63967e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564484 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.111628 &lt; 10 %
   Convergence criterion: max(du)                 3.01962e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.82424e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.57108e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05609 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.109129 &lt; 10 %
   Convergence criterion: max(du)                 2.87383e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9076e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.58366e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0557383 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.10687 &lt; 10 %
   Convergence criterion: max(du)                 2.7327e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79534e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.50547e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0553924 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.104766 &lt; 10 %
   Convergence criterion: max(du)                 2.596e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77735e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68857e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0550528 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.102802 &lt; 10 %
   Convergence criterion: max(du)                 2.46354e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.23331e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.64671e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.100569 &lt; 10 %
   Convergence criterion: max(du)                 2.33515e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77702e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.56781e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0543917 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0987595 &lt; 10 %
   Convergence criterion: max(du)                 2.21062e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.16604e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5597e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0540703 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0967654 &lt; 10 %
   Convergence criterion: max(du)                 2.08981e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8473e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.40612e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0537546 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0952125 &lt; 10 %
   Convergence criterion: max(du)                 1.97254e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60537e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.48079e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0534447 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0938137 &lt; 10 %
   Convergence criterion: max(du)                 1.85867e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08426e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.39806e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0531379 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0925367 &lt; 10 %
   Convergence criterion: max(du)                 1.8332e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7587e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.51149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0528388 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0909618 &lt; 10 %
   Convergence criterion: max(du)                 1.90697e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61536e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.70638e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0525455 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.089892 &lt; 10 %
   Convergence criterion: max(du)                 1.97945e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75037e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.47143e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0522576 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0889269 &lt; 10 %
   Convergence criterion: max(du)                 2.0507e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79643e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44833e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0519715 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0877022 &lt; 10 %
   Convergence criterion: max(du)                 2.12079e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73757e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.44692e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0516925 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0868642 &lt; 10 %
   Convergence criterion: max(du)                 2.18977e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70826e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.5871e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0514186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0861528 &lt; 10 %
   Convergence criterion: max(du)                 2.25769e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61527e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.52567e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0511506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0853267 &lt; 10 %
   Convergence criterion: max(du)                 2.32459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.96726e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74376e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0508878 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.0848313 &lt; 10 %
   Convergence criterion: max(du)                 2.39052e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.76623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.311096
   Total Core solution elapsed time:       88.7811
   Linear solver elapsed time:             38.7464 (44%)

   Total elapsed time: 0 hrs 1 min 29 sec
loading results from cluster
   Step 5: Plotting
   Step 6: Extract Box SMB
   Step 7: Historical Relaxation run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/1000  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/1000  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 3/1000  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 4/1000  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 5/1000  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/1000  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 7/1000  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 8/1000  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 9/1000  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 10/1000  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/1000  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 12/1000  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 13/1000  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 14/1000  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 15/1000  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/1000  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 17/1000  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 18/1000  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 19/1000  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 20/1000  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/1000  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 22/1000  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 23/1000  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 24/1000  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 25/1000  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/1000  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 27/1000  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 28/1000  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 29/1000  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 30/1000  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/1000  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 32/1000  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 33/1000  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 34/1000  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 35/1000  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/1000  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 37/1000  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 38/1000  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 39/1000  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 40/1000  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/1000  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 42/1000  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 43/1000  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 44/1000  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 45/1000  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/1000  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 47/1000  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 48/1000  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 49/1000  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 50/1000  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/1000  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 52/1000  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 53/1000  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 54/1000  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 55/1000  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/1000  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 57/1000  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 58/1000  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 59/1000  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 60/1000  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/1000  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 62/1000  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 63/1000  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 64/1000  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 65/1000  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/1000  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 67/1000  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 68/1000  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 69/1000  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 70/1000  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/1000  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 72/1000  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 73/1000  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 74/1000  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 75/1000  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/1000  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 77/1000  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 78/1000  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 79/1000  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 80/1000  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/1000  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 82/1000  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 83/1000  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 84/1000  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 85/1000  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/1000  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 87/1000  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 88/1000  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 89/1000  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 90/1000  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/1000  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 92/1000  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 93/1000  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 94/1000  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 95/1000  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/1000  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 97/1000  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 98/1000  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 99/1000  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 100/1000  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 101/1000  time [yr]: 20.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 102/1000  time [yr]: 20.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 103/1000  time [yr]: 20.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 104/1000  time [yr]: 20.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 105/1000  time [yr]: 21.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 106/1000  time [yr]: 21.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 107/1000  time [yr]: 21.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 108/1000  time [yr]: 21.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 109/1000  time [yr]: 21.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 21.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 21.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 110/1000  time [yr]: 22.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 111/1000  time [yr]: 22.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 112/1000  time [yr]: 22.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 113/1000  time [yr]: 22.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 114/1000  time [yr]: 22.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 22.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 22.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 115/1000  time [yr]: 23.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 116/1000  time [yr]: 23.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 117/1000  time [yr]: 23.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 118/1000  time [yr]: 23.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 119/1000  time [yr]: 23.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 23.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 23.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 120/1000  time [yr]: 24.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 121/1000  time [yr]: 24.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 122/1000  time [yr]: 24.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 123/1000  time [yr]: 24.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 124/1000  time [yr]: 24.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 24.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 24.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 125/1000  time [yr]: 25.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 126/1000  time [yr]: 25.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 127/1000  time [yr]: 25.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 128/1000  time [yr]: 25.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 129/1000  time [yr]: 25.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 25.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 25.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 130/1000  time [yr]: 26.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 131/1000  time [yr]: 26.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 132/1000  time [yr]: 26.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 133/1000  time [yr]: 26.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 134/1000  time [yr]: 26.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 26.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 26.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 135/1000  time [yr]: 27.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 136/1000  time [yr]: 27.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 137/1000  time [yr]: 27.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 138/1000  time [yr]: 27.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 139/1000  time [yr]: 27.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 27.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 27.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 140/1000  time [yr]: 28.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 141/1000  time [yr]: 28.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 142/1000  time [yr]: 28.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 143/1000  time [yr]: 28.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 144/1000  time [yr]: 28.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 28.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 28.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 145/1000  time [yr]: 29.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 146/1000  time [yr]: 29.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 147/1000  time [yr]: 29.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 148/1000  time [yr]: 29.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 149/1000  time [yr]: 29.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 29.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 29.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 150/1000  time [yr]: 30.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 151/1000  time [yr]: 30.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 152/1000  time [yr]: 30.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 153/1000  time [yr]: 30.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 154/1000  time [yr]: 30.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 30.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 30.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 155/1000  time [yr]: 31.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 156/1000  time [yr]: 31.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 157/1000  time [yr]: 31.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 158/1000  time [yr]: 31.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 159/1000  time [yr]: 31.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 31.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 31.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 160/1000  time [yr]: 32.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 161/1000  time [yr]: 32.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 162/1000  time [yr]: 32.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 163/1000  time [yr]: 32.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 164/1000  time [yr]: 32.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 32.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 32.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 165/1000  time [yr]: 33.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 166/1000  time [yr]: 33.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 167/1000  time [yr]: 33.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 168/1000  time [yr]: 33.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 169/1000  time [yr]: 33.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 33.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 33.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 170/1000  time [yr]: 34.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 171/1000  time [yr]: 34.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 172/1000  time [yr]: 34.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 173/1000  time [yr]: 34.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 174/1000  time [yr]: 34.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 34.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 34.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 175/1000  time [yr]: 35.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 176/1000  time [yr]: 35.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 177/1000  time [yr]: 35.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 178/1000  time [yr]: 35.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 179/1000  time [yr]: 35.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 35.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 35.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 180/1000  time [yr]: 36.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 181/1000  time [yr]: 36.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 182/1000  time [yr]: 36.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 183/1000  time [yr]: 36.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 184/1000  time [yr]: 36.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 36.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 36.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 185/1000  time [yr]: 37.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 186/1000  time [yr]: 37.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 187/1000  time [yr]: 37.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 188/1000  time [yr]: 37.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 189/1000  time [yr]: 37.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 37.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 37.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 190/1000  time [yr]: 38.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 191/1000  time [yr]: 38.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 192/1000  time [yr]: 38.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 193/1000  time [yr]: 38.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 194/1000  time [yr]: 38.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 38.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 38.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 195/1000  time [yr]: 39.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 196/1000  time [yr]: 39.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 197/1000  time [yr]: 39.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 198/1000  time [yr]: 39.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 199/1000  time [yr]: 39.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 39.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 39.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 200/1000  time [yr]: 40.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 201/1000  time [yr]: 40.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 202/1000  time [yr]: 40.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 203/1000  time [yr]: 40.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 204/1000  time [yr]: 40.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 40.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 40.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 205/1000  time [yr]: 41.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 206/1000  time [yr]: 41.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 207/1000  time [yr]: 41.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 208/1000  time [yr]: 41.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 209/1000  time [yr]: 41.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 41.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 41.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 210/1000  time [yr]: 42.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 211/1000  time [yr]: 42.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 212/1000  time [yr]: 42.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 213/1000  time [yr]: 42.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 214/1000  time [yr]: 42.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 42.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 42.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 215/1000  time [yr]: 43.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 216/1000  time [yr]: 43.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 217/1000  time [yr]: 43.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 218/1000  time [yr]: 43.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 219/1000  time [yr]: 43.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 43.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 43.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 220/1000  time [yr]: 44.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 221/1000  time [yr]: 44.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 222/1000  time [yr]: 44.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 223/1000  time [yr]: 44.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 224/1000  time [yr]: 44.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 44.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 44.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 225/1000  time [yr]: 45.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 226/1000  time [yr]: 45.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 227/1000  time [yr]: 45.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 228/1000  time [yr]: 45.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 229/1000  time [yr]: 45.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 45.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 45.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 230/1000  time [yr]: 46.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 231/1000  time [yr]: 46.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 232/1000  time [yr]: 46.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 233/1000  time [yr]: 46.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 234/1000  time [yr]: 46.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 46.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 46.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 235/1000  time [yr]: 47.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 236/1000  time [yr]: 47.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 237/1000  time [yr]: 47.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 238/1000  time [yr]: 47.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 239/1000  time [yr]: 47.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 47.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 47.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 240/1000  time [yr]: 48.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 241/1000  time [yr]: 48.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 242/1000  time [yr]: 48.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 243/1000  time [yr]: 48.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 244/1000  time [yr]: 48.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 48.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 48.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 245/1000  time [yr]: 49.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 246/1000  time [yr]: 49.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 247/1000  time [yr]: 49.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 248/1000  time [yr]: 49.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 249/1000  time [yr]: 49.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 49.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 49.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 250/1000  time [yr]: 50.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 251/1000  time [yr]: 50.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 252/1000  time [yr]: 50.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 253/1000  time [yr]: 50.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 254/1000  time [yr]: 50.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 50.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 50.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 255/1000  time [yr]: 51.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 256/1000  time [yr]: 51.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 257/1000  time [yr]: 51.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 258/1000  time [yr]: 51.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 259/1000  time [yr]: 51.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 51.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 51.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 260/1000  time [yr]: 52.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 261/1000  time [yr]: 52.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 262/1000  time [yr]: 52.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 263/1000  time [yr]: 52.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 264/1000  time [yr]: 52.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 52.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 52.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 265/1000  time [yr]: 53.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 266/1000  time [yr]: 53.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 267/1000  time [yr]: 53.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 268/1000  time [yr]: 53.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 269/1000  time [yr]: 53.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 53.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 53.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 270/1000  time [yr]: 54.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 271/1000  time [yr]: 54.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 272/1000  time [yr]: 54.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 273/1000  time [yr]: 54.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 274/1000  time [yr]: 54.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 54.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 54.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 275/1000  time [yr]: 55.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 276/1000  time [yr]: 55.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 277/1000  time [yr]: 55.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 278/1000  time [yr]: 55.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 279/1000  time [yr]: 55.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 55.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 55.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 280/1000  time [yr]: 56.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 281/1000  time [yr]: 56.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 282/1000  time [yr]: 56.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 283/1000  time [yr]: 56.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 284/1000  time [yr]: 56.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 56.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 56.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 285/1000  time [yr]: 57.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 286/1000  time [yr]: 57.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 287/1000  time [yr]: 57.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 288/1000  time [yr]: 57.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 289/1000  time [yr]: 57.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 57.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 57.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 290/1000  time [yr]: 58.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 291/1000  time [yr]: 58.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 292/1000  time [yr]: 58.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 293/1000  time [yr]: 58.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 294/1000  time [yr]: 58.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 58.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 58.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 295/1000  time [yr]: 59.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 296/1000  time [yr]: 59.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 297/1000  time [yr]: 59.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 298/1000  time [yr]: 59.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 299/1000  time [yr]: 59.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 59.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 59.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 300/1000  time [yr]: 60.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 301/1000  time [yr]: 60.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 302/1000  time [yr]: 60.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 303/1000  time [yr]: 60.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 304/1000  time [yr]: 60.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 60.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 60.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 305/1000  time [yr]: 61.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 306/1000  time [yr]: 61.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 307/1000  time [yr]: 61.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 308/1000  time [yr]: 61.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 309/1000  time [yr]: 61.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 61.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 61.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 310/1000  time [yr]: 62.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 311/1000  time [yr]: 62.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 312/1000  time [yr]: 62.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 313/1000  time [yr]: 62.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 314/1000  time [yr]: 62.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 62.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 62.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 315/1000  time [yr]: 63.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 316/1000  time [yr]: 63.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 317/1000  time [yr]: 63.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 318/1000  time [yr]: 63.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 319/1000  time [yr]: 63.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 63.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 63.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 320/1000  time [yr]: 64.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 321/1000  time [yr]: 64.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 322/1000  time [yr]: 64.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 323/1000  time [yr]: 64.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 324/1000  time [yr]: 64.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 64.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 64.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 325/1000  time [yr]: 65.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 326/1000  time [yr]: 65.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 327/1000  time [yr]: 65.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 328/1000  time [yr]: 65.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 329/1000  time [yr]: 65.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 65.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 65.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 330/1000  time [yr]: 66.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 331/1000  time [yr]: 66.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 332/1000  time [yr]: 66.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 333/1000  time [yr]: 66.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 334/1000  time [yr]: 66.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 66.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 66.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 335/1000  time [yr]: 67.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 336/1000  time [yr]: 67.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 337/1000  time [yr]: 67.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 338/1000  time [yr]: 67.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 339/1000  time [yr]: 67.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 67.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 67.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 340/1000  time [yr]: 68.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 341/1000  time [yr]: 68.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 342/1000  time [yr]: 68.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 343/1000  time [yr]: 68.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 344/1000  time [yr]: 68.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 68.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 68.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 345/1000  time [yr]: 69.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 346/1000  time [yr]: 69.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 347/1000  time [yr]: 69.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 348/1000  time [yr]: 69.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 349/1000  time [yr]: 69.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 69.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 69.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 350/1000  time [yr]: 70.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 351/1000  time [yr]: 70.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 352/1000  time [yr]: 70.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 353/1000  time [yr]: 70.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 354/1000  time [yr]: 70.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 70.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 70.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 355/1000  time [yr]: 71.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 356/1000  time [yr]: 71.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 357/1000  time [yr]: 71.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 358/1000  time [yr]: 71.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 359/1000  time [yr]: 71.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 71.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 71.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 360/1000  time [yr]: 72.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 361/1000  time [yr]: 72.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 362/1000  time [yr]: 72.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 363/1000  time [yr]: 72.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 364/1000  time [yr]: 72.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 72.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 72.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 365/1000  time [yr]: 73.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 366/1000  time [yr]: 73.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 367/1000  time [yr]: 73.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 368/1000  time [yr]: 73.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 369/1000  time [yr]: 73.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 73.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 73.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 370/1000  time [yr]: 74.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 371/1000  time [yr]: 74.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 372/1000  time [yr]: 74.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 373/1000  time [yr]: 74.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 374/1000  time [yr]: 74.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 74.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 74.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 375/1000  time [yr]: 75.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 376/1000  time [yr]: 75.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 377/1000  time [yr]: 75.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 378/1000  time [yr]: 75.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 379/1000  time [yr]: 75.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 75.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 75.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 380/1000  time [yr]: 76.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 381/1000  time [yr]: 76.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 382/1000  time [yr]: 76.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 383/1000  time [yr]: 76.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 384/1000  time [yr]: 76.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 76.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 76.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 385/1000  time [yr]: 77.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 386/1000  time [yr]: 77.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 387/1000  time [yr]: 77.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 388/1000  time [yr]: 77.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 389/1000  time [yr]: 77.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 77.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 77.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 390/1000  time [yr]: 78.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 391/1000  time [yr]: 78.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 392/1000  time [yr]: 78.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 393/1000  time [yr]: 78.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 394/1000  time [yr]: 78.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 78.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 78.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 395/1000  time [yr]: 79.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 396/1000  time [yr]: 79.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 397/1000  time [yr]: 79.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 398/1000  time [yr]: 79.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 399/1000  time [yr]: 79.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 79.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 79.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 400/1000  time [yr]: 80.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 401/1000  time [yr]: 80.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 402/1000  time [yr]: 80.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 403/1000  time [yr]: 80.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 404/1000  time [yr]: 80.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 80.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 80.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 405/1000  time [yr]: 81.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 406/1000  time [yr]: 81.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 407/1000  time [yr]: 81.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 408/1000  time [yr]: 81.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 409/1000  time [yr]: 81.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 81.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 81.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 410/1000  time [yr]: 82.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 411/1000  time [yr]: 82.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 412/1000  time [yr]: 82.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 413/1000  time [yr]: 82.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 414/1000  time [yr]: 82.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 82.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 82.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 415/1000  time [yr]: 83.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 416/1000  time [yr]: 83.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 417/1000  time [yr]: 83.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 418/1000  time [yr]: 83.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 419/1000  time [yr]: 83.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 83.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 83.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 420/1000  time [yr]: 84.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 421/1000  time [yr]: 84.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 422/1000  time [yr]: 84.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 423/1000  time [yr]: 84.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 424/1000  time [yr]: 84.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 84.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 84.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 425/1000  time [yr]: 85.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 426/1000  time [yr]: 85.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 427/1000  time [yr]: 85.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 428/1000  time [yr]: 85.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 429/1000  time [yr]: 85.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 85.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 85.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 430/1000  time [yr]: 86.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 431/1000  time [yr]: 86.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 432/1000  time [yr]: 86.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 433/1000  time [yr]: 86.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 434/1000  time [yr]: 86.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 86.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 86.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 435/1000  time [yr]: 87.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 436/1000  time [yr]: 87.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 437/1000  time [yr]: 87.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 438/1000  time [yr]: 87.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 439/1000  time [yr]: 87.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 87.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 87.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 440/1000  time [yr]: 88.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 441/1000  time [yr]: 88.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 442/1000  time [yr]: 88.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 443/1000  time [yr]: 88.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 444/1000  time [yr]: 88.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 88.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 88.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 445/1000  time [yr]: 89.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 446/1000  time [yr]: 89.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 447/1000  time [yr]: 89.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 448/1000  time [yr]: 89.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 449/1000  time [yr]: 89.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 89.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 89.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 450/1000  time [yr]: 90.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 451/1000  time [yr]: 90.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 452/1000  time [yr]: 90.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 453/1000  time [yr]: 90.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 454/1000  time [yr]: 90.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 90.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 90.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 455/1000  time [yr]: 91.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 456/1000  time [yr]: 91.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 457/1000  time [yr]: 91.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 458/1000  time [yr]: 91.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 459/1000  time [yr]: 91.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 91.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 91.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 460/1000  time [yr]: 92.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 461/1000  time [yr]: 92.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 462/1000  time [yr]: 92.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 463/1000  time [yr]: 92.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 464/1000  time [yr]: 92.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 92.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 92.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 465/1000  time [yr]: 93.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 466/1000  time [yr]: 93.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 467/1000  time [yr]: 93.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 468/1000  time [yr]: 93.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 469/1000  time [yr]: 93.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 93.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 93.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 470/1000  time [yr]: 94.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 471/1000  time [yr]: 94.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 472/1000  time [yr]: 94.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 473/1000  time [yr]: 94.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 474/1000  time [yr]: 94.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 94.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 94.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 475/1000  time [yr]: 95.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 476/1000  time [yr]: 95.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 477/1000  time [yr]: 95.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 478/1000  time [yr]: 95.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 479/1000  time [yr]: 95.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 95.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 95.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 480/1000  time [yr]: 96.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 481/1000  time [yr]: 96.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 482/1000  time [yr]: 96.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 483/1000  time [yr]: 96.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 484/1000  time [yr]: 96.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 96.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 96.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 485/1000  time [yr]: 97.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 486/1000  time [yr]: 97.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 487/1000  time [yr]: 97.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 488/1000  time [yr]: 97.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 489/1000  time [yr]: 97.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 97.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 97.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 490/1000  time [yr]: 98.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 491/1000  time [yr]: 98.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 492/1000  time [yr]: 98.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 493/1000  time [yr]: 98.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 494/1000  time [yr]: 98.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 98.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 98.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 495/1000  time [yr]: 99.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 496/1000  time [yr]: 99.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 497/1000  time [yr]: 99.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 498/1000  time [yr]: 99.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 499/1000  time [yr]: 99.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 99.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 99.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 500/1000  time [yr]: 100.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 501/1000  time [yr]: 100.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 502/1000  time [yr]: 100.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 503/1000  time [yr]: 100.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 504/1000  time [yr]: 100.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 100.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 100.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 505/1000  time [yr]: 101.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 506/1000  time [yr]: 101.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 507/1000  time [yr]: 101.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 508/1000  time [yr]: 101.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 509/1000  time [yr]: 101.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 101.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 101.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 510/1000  time [yr]: 102.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 511/1000  time [yr]: 102.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 512/1000  time [yr]: 102.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 513/1000  time [yr]: 102.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 514/1000  time [yr]: 102.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 102.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 102.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 515/1000  time [yr]: 103.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 516/1000  time [yr]: 103.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 517/1000  time [yr]: 103.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 518/1000  time [yr]: 103.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 519/1000  time [yr]: 103.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 103.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 103.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 520/1000  time [yr]: 104.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 521/1000  time [yr]: 104.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 522/1000  time [yr]: 104.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 523/1000  time [yr]: 104.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 524/1000  time [yr]: 104.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 104.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 104.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 525/1000  time [yr]: 105.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 526/1000  time [yr]: 105.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 527/1000  time [yr]: 105.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 528/1000  time [yr]: 105.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 529/1000  time [yr]: 105.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 105.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 105.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 530/1000  time [yr]: 106.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 531/1000  time [yr]: 106.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 532/1000  time [yr]: 106.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 533/1000  time [yr]: 106.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 534/1000  time [yr]: 106.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 106.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 106.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 535/1000  time [yr]: 107.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 536/1000  time [yr]: 107.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 537/1000  time [yr]: 107.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 538/1000  time [yr]: 107.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 539/1000  time [yr]: 107.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 107.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 107.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 540/1000  time [yr]: 108.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 541/1000  time [yr]: 108.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 542/1000  time [yr]: 108.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 543/1000  time [yr]: 108.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 544/1000  time [yr]: 108.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 108.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 108.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 545/1000  time [yr]: 109.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 546/1000  time [yr]: 109.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 547/1000  time [yr]: 109.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 548/1000  time [yr]: 109.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 549/1000  time [yr]: 109.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 109.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 109.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 550/1000  time [yr]: 110.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 551/1000  time [yr]: 110.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 552/1000  time [yr]: 110.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 553/1000  time [yr]: 110.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 554/1000  time [yr]: 110.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 110.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 110.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 555/1000  time [yr]: 111.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 556/1000  time [yr]: 111.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 557/1000  time [yr]: 111.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 558/1000  time [yr]: 111.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 559/1000  time [yr]: 111.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 111.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 111.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 560/1000  time [yr]: 112.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 561/1000  time [yr]: 112.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 562/1000  time [yr]: 112.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 563/1000  time [yr]: 112.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 564/1000  time [yr]: 112.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 112.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 112.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 565/1000  time [yr]: 113.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 566/1000  time [yr]: 113.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 567/1000  time [yr]: 113.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 568/1000  time [yr]: 113.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 569/1000  time [yr]: 113.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 113.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 113.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 570/1000  time [yr]: 114.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 571/1000  time [yr]: 114.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 572/1000  time [yr]: 114.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 573/1000  time [yr]: 114.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 574/1000  time [yr]: 114.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 114.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 114.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 575/1000  time [yr]: 115.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 576/1000  time [yr]: 115.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 577/1000  time [yr]: 115.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 578/1000  time [yr]: 115.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 579/1000  time [yr]: 115.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 115.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 115.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 580/1000  time [yr]: 116.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 581/1000  time [yr]: 116.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 582/1000  time [yr]: 116.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 583/1000  time [yr]: 116.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 584/1000  time [yr]: 116.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 116.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 116.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 585/1000  time [yr]: 117.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 586/1000  time [yr]: 117.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 587/1000  time [yr]: 117.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 588/1000  time [yr]: 117.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 589/1000  time [yr]: 117.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 117.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 117.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 590/1000  time [yr]: 118.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 591/1000  time [yr]: 118.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 592/1000  time [yr]: 118.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 593/1000  time [yr]: 118.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 594/1000  time [yr]: 118.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 118.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 118.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 595/1000  time [yr]: 119.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 596/1000  time [yr]: 119.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 597/1000  time [yr]: 119.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 598/1000  time [yr]: 119.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 599/1000  time [yr]: 119.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 119.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 119.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 600/1000  time [yr]: 120.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 601/1000  time [yr]: 120.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 602/1000  time [yr]: 120.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 603/1000  time [yr]: 120.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 604/1000  time [yr]: 120.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 120.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 120.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 605/1000  time [yr]: 121.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 606/1000  time [yr]: 121.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 607/1000  time [yr]: 121.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 608/1000  time [yr]: 121.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 609/1000  time [yr]: 121.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 121.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 121.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 610/1000  time [yr]: 122.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 611/1000  time [yr]: 122.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 612/1000  time [yr]: 122.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 613/1000  time [yr]: 122.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 614/1000  time [yr]: 122.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 122.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 122.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 615/1000  time [yr]: 123.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 616/1000  time [yr]: 123.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 617/1000  time [yr]: 123.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 618/1000  time [yr]: 123.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 619/1000  time [yr]: 123.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 123.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 123.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 620/1000  time [yr]: 124.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 621/1000  time [yr]: 124.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 622/1000  time [yr]: 124.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 623/1000  time [yr]: 124.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 624/1000  time [yr]: 124.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 124.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 124.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 625/1000  time [yr]: 125.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 626/1000  time [yr]: 125.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 627/1000  time [yr]: 125.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 628/1000  time [yr]: 125.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 629/1000  time [yr]: 125.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 125.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 125.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 630/1000  time [yr]: 126.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 631/1000  time [yr]: 126.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 632/1000  time [yr]: 126.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 633/1000  time [yr]: 126.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 634/1000  time [yr]: 126.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 126.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 126.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 635/1000  time [yr]: 127.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 636/1000  time [yr]: 127.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 637/1000  time [yr]: 127.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 638/1000  time [yr]: 127.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 639/1000  time [yr]: 127.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 127.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 127.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 640/1000  time [yr]: 128.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 641/1000  time [yr]: 128.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 642/1000  time [yr]: 128.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 643/1000  time [yr]: 128.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 644/1000  time [yr]: 128.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 128.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 128.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 645/1000  time [yr]: 129.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 646/1000  time [yr]: 129.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 647/1000  time [yr]: 129.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 648/1000  time [yr]: 129.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 649/1000  time [yr]: 129.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 129.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 129.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 650/1000  time [yr]: 130.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 651/1000  time [yr]: 130.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 652/1000  time [yr]: 130.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 653/1000  time [yr]: 130.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 654/1000  time [yr]: 130.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 130.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 130.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 655/1000  time [yr]: 131.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 656/1000  time [yr]: 131.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 657/1000  time [yr]: 131.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 658/1000  time [yr]: 131.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 659/1000  time [yr]: 131.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 131.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 131.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 660/1000  time [yr]: 132.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 661/1000  time [yr]: 132.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 662/1000  time [yr]: 132.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 663/1000  time [yr]: 132.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 664/1000  time [yr]: 132.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 132.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 132.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 665/1000  time [yr]: 133.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 666/1000  time [yr]: 133.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 667/1000  time [yr]: 133.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 668/1000  time [yr]: 133.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 669/1000  time [yr]: 133.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 133.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 133.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 670/1000  time [yr]: 134.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 671/1000  time [yr]: 134.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 672/1000  time [yr]: 134.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 673/1000  time [yr]: 134.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 674/1000  time [yr]: 134.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 134.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 134.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 675/1000  time [yr]: 135.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 676/1000  time [yr]: 135.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 677/1000  time [yr]: 135.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 678/1000  time [yr]: 135.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 679/1000  time [yr]: 135.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 135.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 135.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 680/1000  time [yr]: 136.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 681/1000  time [yr]: 136.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 682/1000  time [yr]: 136.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 683/1000  time [yr]: 136.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 684/1000  time [yr]: 136.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 136.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 136.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 685/1000  time [yr]: 137.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 686/1000  time [yr]: 137.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 687/1000  time [yr]: 137.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 688/1000  time [yr]: 137.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 689/1000  time [yr]: 137.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 137.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 137.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 690/1000  time [yr]: 138.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 691/1000  time [yr]: 138.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 692/1000  time [yr]: 138.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 693/1000  time [yr]: 138.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 694/1000  time [yr]: 138.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 138.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 138.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 695/1000  time [yr]: 139.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 696/1000  time [yr]: 139.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 697/1000  time [yr]: 139.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 698/1000  time [yr]: 139.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 699/1000  time [yr]: 139.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 139.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 139.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 700/1000  time [yr]: 140.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 701/1000  time [yr]: 140.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 702/1000  time [yr]: 140.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 703/1000  time [yr]: 140.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 704/1000  time [yr]: 140.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 140.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 140.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 705/1000  time [yr]: 141.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 706/1000  time [yr]: 141.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 707/1000  time [yr]: 141.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 708/1000  time [yr]: 141.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 709/1000  time [yr]: 141.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 141.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 141.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 710/1000  time [yr]: 142.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 711/1000  time [yr]: 142.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 712/1000  time [yr]: 142.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 713/1000  time [yr]: 142.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 714/1000  time [yr]: 142.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 142.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 142.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 715/1000  time [yr]: 143.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 716/1000  time [yr]: 143.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 717/1000  time [yr]: 143.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 718/1000  time [yr]: 143.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 719/1000  time [yr]: 143.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 143.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 143.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 720/1000  time [yr]: 144.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 721/1000  time [yr]: 144.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 722/1000  time [yr]: 144.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 723/1000  time [yr]: 144.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 724/1000  time [yr]: 144.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 144.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 144.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 725/1000  time [yr]: 145.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 726/1000  time [yr]: 145.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 727/1000  time [yr]: 145.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 728/1000  time [yr]: 145.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 729/1000  time [yr]: 145.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 145.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 145.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 730/1000  time [yr]: 146.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 731/1000  time [yr]: 146.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 732/1000  time [yr]: 146.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 733/1000  time [yr]: 146.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 734/1000  time [yr]: 146.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 146.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 146.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 735/1000  time [yr]: 147.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 736/1000  time [yr]: 147.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 737/1000  time [yr]: 147.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 738/1000  time [yr]: 147.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 739/1000  time [yr]: 147.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 147.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 147.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 740/1000  time [yr]: 148.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 741/1000  time [yr]: 148.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 742/1000  time [yr]: 148.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 743/1000  time [yr]: 148.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 744/1000  time [yr]: 148.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 148.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 148.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 745/1000  time [yr]: 149.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 746/1000  time [yr]: 149.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 747/1000  time [yr]: 149.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 748/1000  time [yr]: 149.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 749/1000  time [yr]: 149.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 149.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 149.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 750/1000  time [yr]: 150.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 751/1000  time [yr]: 150.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 752/1000  time [yr]: 150.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 753/1000  time [yr]: 150.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 754/1000  time [yr]: 150.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 150.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 150.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 755/1000  time [yr]: 151.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 756/1000  time [yr]: 151.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 757/1000  time [yr]: 151.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 758/1000  time [yr]: 151.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 759/1000  time [yr]: 151.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 151.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 151.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 760/1000  time [yr]: 152.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 761/1000  time [yr]: 152.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 762/1000  time [yr]: 152.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 763/1000  time [yr]: 152.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 764/1000  time [yr]: 152.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 152.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 152.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 765/1000  time [yr]: 153.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 766/1000  time [yr]: 153.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 767/1000  time [yr]: 153.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 768/1000  time [yr]: 153.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 769/1000  time [yr]: 153.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 153.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 153.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 770/1000  time [yr]: 154.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 771/1000  time [yr]: 154.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 772/1000  time [yr]: 154.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 773/1000  time [yr]: 154.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 774/1000  time [yr]: 154.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 154.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 154.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 775/1000  time [yr]: 155.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 776/1000  time [yr]: 155.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 777/1000  time [yr]: 155.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 778/1000  time [yr]: 155.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 779/1000  time [yr]: 155.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 155.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 155.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 780/1000  time [yr]: 156.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 781/1000  time [yr]: 156.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 782/1000  time [yr]: 156.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 783/1000  time [yr]: 156.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 784/1000  time [yr]: 156.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 156.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 156.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 785/1000  time [yr]: 157.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 786/1000  time [yr]: 157.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 787/1000  time [yr]: 157.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 788/1000  time [yr]: 157.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 789/1000  time [yr]: 157.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 157.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 157.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 790/1000  time [yr]: 158.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 791/1000  time [yr]: 158.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 792/1000  time [yr]: 158.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 793/1000  time [yr]: 158.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 794/1000  time [yr]: 158.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 158.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 158.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 795/1000  time [yr]: 159.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 796/1000  time [yr]: 159.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 797/1000  time [yr]: 159.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 798/1000  time [yr]: 159.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 799/1000  time [yr]: 159.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 159.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 159.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 800/1000  time [yr]: 160.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 801/1000  time [yr]: 160.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 802/1000  time [yr]: 160.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 803/1000  time [yr]: 160.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 804/1000  time [yr]: 160.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 160.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 160.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 805/1000  time [yr]: 161.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 806/1000  time [yr]: 161.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 807/1000  time [yr]: 161.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 808/1000  time [yr]: 161.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 809/1000  time [yr]: 161.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 161.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 161.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 810/1000  time [yr]: 162.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 811/1000  time [yr]: 162.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 812/1000  time [yr]: 162.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 813/1000  time [yr]: 162.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 814/1000  time [yr]: 162.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 162.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 162.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 815/1000  time [yr]: 163.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 816/1000  time [yr]: 163.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 817/1000  time [yr]: 163.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 818/1000  time [yr]: 163.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 819/1000  time [yr]: 163.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 163.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 163.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 820/1000  time [yr]: 164.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 821/1000  time [yr]: 164.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 822/1000  time [yr]: 164.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 823/1000  time [yr]: 164.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 824/1000  time [yr]: 164.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 164.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 164.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 825/1000  time [yr]: 165.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 826/1000  time [yr]: 165.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 827/1000  time [yr]: 165.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 828/1000  time [yr]: 165.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 829/1000  time [yr]: 165.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 165.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 165.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 830/1000  time [yr]: 166.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 831/1000  time [yr]: 166.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 832/1000  time [yr]: 166.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 833/1000  time [yr]: 166.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 834/1000  time [yr]: 166.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 166.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 166.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 835/1000  time [yr]: 167.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 836/1000  time [yr]: 167.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 837/1000  time [yr]: 167.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 838/1000  time [yr]: 167.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 839/1000  time [yr]: 167.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 167.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 167.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 840/1000  time [yr]: 168.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 841/1000  time [yr]: 168.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 842/1000  time [yr]: 168.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 843/1000  time [yr]: 168.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 844/1000  time [yr]: 168.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 168.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 168.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 845/1000  time [yr]: 169.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 846/1000  time [yr]: 169.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 847/1000  time [yr]: 169.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 848/1000  time [yr]: 169.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 849/1000  time [yr]: 169.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 169.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 169.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 850/1000  time [yr]: 170.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 851/1000  time [yr]: 170.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 852/1000  time [yr]: 170.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 853/1000  time [yr]: 170.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 854/1000  time [yr]: 170.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 170.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 170.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 855/1000  time [yr]: 171.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 856/1000  time [yr]: 171.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 857/1000  time [yr]: 171.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 858/1000  time [yr]: 171.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 859/1000  time [yr]: 171.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 171.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 171.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 860/1000  time [yr]: 172.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 861/1000  time [yr]: 172.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 862/1000  time [yr]: 172.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 863/1000  time [yr]: 172.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 864/1000  time [yr]: 172.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 172.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 172.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 865/1000  time [yr]: 173.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 866/1000  time [yr]: 173.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 867/1000  time [yr]: 173.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 868/1000  time [yr]: 173.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 869/1000  time [yr]: 173.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 173.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 173.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 870/1000  time [yr]: 174.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 871/1000  time [yr]: 174.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 872/1000  time [yr]: 174.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 873/1000  time [yr]: 174.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 874/1000  time [yr]: 174.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 174.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 174.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 875/1000  time [yr]: 175.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 876/1000  time [yr]: 175.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 877/1000  time [yr]: 175.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 878/1000  time [yr]: 175.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 879/1000  time [yr]: 175.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 175.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 175.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 880/1000  time [yr]: 176.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 881/1000  time [yr]: 176.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 882/1000  time [yr]: 176.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 883/1000  time [yr]: 176.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 884/1000  time [yr]: 176.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 176.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 176.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 885/1000  time [yr]: 177.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 886/1000  time [yr]: 177.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 887/1000  time [yr]: 177.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 888/1000  time [yr]: 177.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 889/1000  time [yr]: 177.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 177.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 177.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 890/1000  time [yr]: 178.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 891/1000  time [yr]: 178.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 892/1000  time [yr]: 178.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 893/1000  time [yr]: 178.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 894/1000  time [yr]: 178.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 178.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 178.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 895/1000  time [yr]: 179.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 896/1000  time [yr]: 179.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 897/1000  time [yr]: 179.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 898/1000  time [yr]: 179.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 899/1000  time [yr]: 179.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 179.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 179.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 900/1000  time [yr]: 180.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 901/1000  time [yr]: 180.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 902/1000  time [yr]: 180.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 903/1000  time [yr]: 180.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 904/1000  time [yr]: 180.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 180.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 180.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 905/1000  time [yr]: 181.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 906/1000  time [yr]: 181.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 907/1000  time [yr]: 181.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 908/1000  time [yr]: 181.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 909/1000  time [yr]: 181.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 181.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 181.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 910/1000  time [yr]: 182.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 911/1000  time [yr]: 182.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 912/1000  time [yr]: 182.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 913/1000  time [yr]: 182.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 914/1000  time [yr]: 182.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 182.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 182.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 915/1000  time [yr]: 183.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 916/1000  time [yr]: 183.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 917/1000  time [yr]: 183.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 918/1000  time [yr]: 183.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 919/1000  time [yr]: 183.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 183.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 183.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 920/1000  time [yr]: 184.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 921/1000  time [yr]: 184.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 922/1000  time [yr]: 184.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 923/1000  time [yr]: 184.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 924/1000  time [yr]: 184.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 184.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 184.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 925/1000  time [yr]: 185.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 926/1000  time [yr]: 185.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 927/1000  time [yr]: 185.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 928/1000  time [yr]: 185.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 929/1000  time [yr]: 185.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 185.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 185.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 930/1000  time [yr]: 186.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 931/1000  time [yr]: 186.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 932/1000  time [yr]: 186.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 933/1000  time [yr]: 186.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 934/1000  time [yr]: 186.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 186.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 186.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 935/1000  time [yr]: 187.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 936/1000  time [yr]: 187.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 937/1000  time [yr]: 187.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 938/1000  time [yr]: 187.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 939/1000  time [yr]: 187.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 187.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 187.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 940/1000  time [yr]: 188.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 941/1000  time [yr]: 188.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 942/1000  time [yr]: 188.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 943/1000  time [yr]: 188.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 944/1000  time [yr]: 188.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 188.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 188.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 945/1000  time [yr]: 189.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 946/1000  time [yr]: 189.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 947/1000  time [yr]: 189.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 948/1000  time [yr]: 189.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 949/1000  time [yr]: 189.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 189.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 189.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 950/1000  time [yr]: 190.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 951/1000  time [yr]: 190.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 952/1000  time [yr]: 190.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 953/1000  time [yr]: 190.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 954/1000  time [yr]: 190.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 190.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 190.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 955/1000  time [yr]: 191.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 956/1000  time [yr]: 191.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 957/1000  time [yr]: 191.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 958/1000  time [yr]: 191.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 959/1000  time [yr]: 191.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 191.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 191.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 960/1000  time [yr]: 192.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 961/1000  time [yr]: 192.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 962/1000  time [yr]: 192.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 963/1000  time [yr]: 192.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 964/1000  time [yr]: 192.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 192.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 192.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 965/1000  time [yr]: 193.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 966/1000  time [yr]: 193.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 967/1000  time [yr]: 193.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 968/1000  time [yr]: 193.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 969/1000  time [yr]: 193.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 193.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 193.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 970/1000  time [yr]: 194.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 971/1000  time [yr]: 194.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 972/1000  time [yr]: 194.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 973/1000  time [yr]: 194.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 974/1000  time [yr]: 194.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 194.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 194.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 975/1000  time [yr]: 195.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 976/1000  time [yr]: 195.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 977/1000  time [yr]: 195.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 978/1000  time [yr]: 195.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 979/1000  time [yr]: 195.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 195.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 195.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 980/1000  time [yr]: 196.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 981/1000  time [yr]: 196.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 982/1000  time [yr]: 196.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 983/1000  time [yr]: 196.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 984/1000  time [yr]: 196.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 196.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 196.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 985/1000  time [yr]: 197.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 986/1000  time [yr]: 197.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 987/1000  time [yr]: 197.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 988/1000  time [yr]: 197.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 989/1000  time [yr]: 197.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 197.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 197.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 990/1000  time [yr]: 198.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 991/1000  time [yr]: 198.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 992/1000  time [yr]: 198.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 993/1000  time [yr]: 198.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 994/1000  time [yr]: 198.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 198.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 198.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 995/1000  time [yr]: 199.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 996/1000  time [yr]: 199.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.2
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 997/1000  time [yr]: 199.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.4
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 998/1000  time [yr]: 199.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.6
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 999/1000  time [yr]: 199.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 199.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 199.8
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
iteration 1000/1000  time [yr]: 200.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 200
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 7398 x 7398)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   checking convergence
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 200
   Allocating matrices (Kff stiffness matrix size: 3699 x 3699)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.17554
   Total Core solution elapsed time:       684.283
   Linear solver elapsed time:             425.335 (62%)

   Total elapsed time: 0 hrs 11 min 24 sec
loading results from cluster
SUCCESS
finished: Greenland
starting: ISMIP

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Constructing Geometry
   Defining friction parameters
   Construct ice rheological properties
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no dsl.global_average_thermosteric_sea_level specified: transient values set to zero
      no dsl.sea_surface_height_above_geoid specified: transient values set to zero
      no dsl.sea_water_pressure_at_sea_floor specified: transient values set to zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

   solver residue: norm(KU-F)/norm(F)=1.22004e-11
   mechanical equilibrium convergence criterion   100 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.93163e+11 &gt; 1 %
   Convergence criterion: max(du)                 1.71957e-06 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=4.44889e-11
   mechanical equilibrium convergence criterion   76.8235 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        15.6455 &gt; 1 %
   Convergence criterion: max(du)                 4.09332e-07 &gt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=8.91241e-11
   mechanical equilibrium convergence criterion   38.5767 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        11.2403 &gt; 1 %
   Convergence criterion: max(du)                 3.00053e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.64879e-10
   mechanical equilibrium convergence criterion   24.567 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        7.81407 &gt; 1 %
   Convergence criterion: max(du)                 2.08151e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=1.95124e-10
   mechanical equilibrium convergence criterion   15.9808 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        5.30991 &gt; 1 %
   Convergence criterion: max(du)                 1.43808e-07 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21014e-10
   mechanical equilibrium convergence criterion   10.0203 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        3.55838 &gt; 1 %
   Convergence criterion: max(du)                 9.77761e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.42585e-10
   mechanical equilibrium convergence criterion   6.28176 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        2.36978 &gt; 1 %
   Convergence criterion: max(du)                 6.58033e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.47802e-10
   mechanical equilibrium convergence criterion   3.98732 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.57429 &gt; 1 %
   Convergence criterion: max(du)                 4.42306e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.603e-10
   mechanical equilibrium convergence criterion   2.56479 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        1.04497 &gt; 1 %
   Convergence criterion: max(du)                 2.95422e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.8839e-10
   mechanical equilibrium convergence criterion   1.6672 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.693537 &lt; 1 %
   Convergence criterion: max(du)                 1.96268e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.21705e-10
   mechanical equilibrium convergence criterion   1.09168 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.460377 &lt; 1 %
   Convergence criterion: max(du)                 1.29995e-08 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.73512e-10
   mechanical equilibrium convergence criterion   0.718201 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.305689 &lt; 1 %
   Convergence criterion: max(du)                 8.5961e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.66859e-10
   mechanical equilibrium convergence criterion   0.473849 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.20304 &lt; 1 %
   Convergence criterion: max(du)                 5.68039e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53618e-10
   mechanical equilibrium convergence criterion   0.31315 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.1349 &lt; 1 %
   Convergence criterion: max(du)                 3.7532e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.31342e-10
   mechanical equilibrium convergence criterion   0.207134 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0896529 &lt; 1 %
   Convergence criterion: max(du)                 2.48041e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.53864e-10
   mechanical equilibrium convergence criterion   0.137068 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0595968 &lt; 1 %
   Convergence criterion: max(du)                 1.63991e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.67619e-10
   mechanical equilibrium convergence criterion   0.090717 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0396256 &lt; 1 %
   Convergence criterion: max(du)                 1.08476e-09 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.36714e-10
   mechanical equilibrium convergence criterion   0.0600398 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0263519 &lt; 1 %
   Convergence criterion: max(du)                 7.17916e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.76068e-10
   mechanical equilibrium convergence criterion   0.0397332 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0175276 &lt; 1 %
   Convergence criterion: max(du)                 4.75381e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.91592e-10
   mechanical equilibrium convergence criterion   0.0262916 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.0116599 &lt; 1 %
   Convergence criterion: max(du)                 3.14939e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.96593e-10
   mechanical equilibrium convergence criterion   0.0173951 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00775754 &lt; 1 %
   Convergence criterion: max(du)                 2.08743e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.3752e-10
   mechanical equilibrium convergence criterion   0.0115076 &gt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.00516182 &lt; 1 %
   Convergence criterion: max(du)                 1.38415e-10 &lt; 3.17098e-07
   number of unstable constraints: 0

   solver residue: norm(KU-F)/norm(F)=2.78097e-10
   mechanical equilibrium convergence criterion   0.00761203 &lt; 0.01 %
   Convergence criterion: norm(du)/norm(u)        0.003435 &lt; 1 %
   Convergence criterion: max(du)                 9.18157e-11 &lt; 3.17098e-07
   number of unstable constraints: 0

   total number of iterations: 23

   solver residue: norm(KU-F)/norm(F)=9.14712e-15
write lock file:

   FemModel initialization elapsed time:   0.119266
   Total Core solution elapsed time:       8.19441
   Linear solver elapsed time:             4.16619 (51%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
finished: ISMIP
starting: IceBridge

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 8288
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating surface and bedrock
   Constructing thickness
      reading IceBridge Jakobshavn bedrock
   Interpolating velocities 
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
   Set geothermal heat flux
   Set Pressure
   Single point constraints
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      27065.6  |       5900.203      21165.4  7.69751e-32
 x =         1 | f(x) =     17034.49  |       3078.516     13955.94   0.03857034
====================== step 2/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     17032.65  |       3077.388     13955.23   0.03857034
 x =         1 | f(x) =     11029.03  |       1769.281     9259.544    0.2059931
====================== step 3/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     11026.43  |        1766.95     9259.277    0.2059931
 x =         1 | f(x) =     9081.232  |       1408.483      7672.37    0.3791164
====================== step 4/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     9086.581  |       1415.848     7670.353    0.3791164
 x =         1 | f(x) =     8715.311  |       1336.523      7378.36    0.4275718
====================== step 5/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8715.226  |       1336.434     7378.364    0.4275718
 x =         1 | f(x) =     8573.931  |       1291.502     7281.982    0.4465695
====================== step 6/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     8572.735  |       1290.437     7281.852    0.4465695
 x =         1 | f(x) =     7716.488  |        1183.03      6532.81    0.6481422
====================== step 7/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7756.682  |       1223.917     6532.117    0.6481422
 x =         1 | f(x) =     7489.554  |       1056.254     6432.615    0.6851672
====================== step 8/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7491.419  |       1058.204     6432.529    0.6851672
 x =         1 | f(x) =     6994.312  |       1036.461     5956.977    0.8747352
====================== step 9/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     7025.843  |       1068.729      5956.24    0.8747352
 x =         1 | f(x) =     6861.466  |        960.691     5899.871    0.9040446
====================== step 10/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6862.929  |       962.2429     5899.782    0.9040446
 x =         1 | f(x) =      6488.92  |       900.8583     5586.998     1.063107
====================== step 11/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =         6502  |       914.4696     5586.468     1.063107
 x =         1 | f(x) =     6390.493  |       908.1139     5481.242      1.13734
====================== step 12/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6392.904  |       910.7105     5481.056      1.13734
 x =         1 | f(x) =     6076.699  |       813.1729     5262.244     1.282287
====================== step 13/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     6083.601  |       820.3323     5261.986     1.282287
 x =         1 | f(x) =     5998.763  |        842.841     5154.538     1.384334
====================== step 14/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      6000.41  |       844.7097     5154.316     1.384334
 x =         1 | f(x) =     5805.949  |       792.0692     5012.378     1.501603
====================== step 15/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5810.177  |       796.6477     5012.027     1.501603
 x =         1 | f(x) =      5733.63  |       792.0338      4940.02     1.576293
====================== step 16/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5735.879  |       794.3976     4939.905     1.576293
 x =         1 | f(x) =     5594.183  |       780.2389     4812.231     1.713061
====================== step 17/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5613.852  |       800.1366     4812.002     1.713061
 x =         1 | f(x) =     5525.625  |       724.8518     4799.047     1.726943
====================== step 18/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5526.085  |       725.3567     4799.001     1.726943
 x =         1 | f(x) =     5472.257  |       757.6889     4712.724     1.844519
 x =  0.381966 | f(x) =     5470.056  |       706.7403     4761.544     1.771066
====================== step 19/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5470.153  |       705.5893     4762.792     1.771066
 x =         1 | f(x) =     5348.065  |       689.2742     4656.866     1.924838
====================== step 20/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5349.063  |       690.5543     4656.583     1.924838
 x =         1 | f(x) =     5323.264  |       725.9752     4595.258     2.031613
 x =  0.381966 | f(x) =     5318.111  |       685.6298     4630.518     1.963546
 x =  0.618034 | f(x) =     5308.632  |        689.069     4617.574     1.988759
 x =  0.763932 | f(x) =     5310.748  |       699.9833      4608.76     2.004853
 x =  0.640305 | f(x) =     5312.108  |       694.3663     4615.751     1.991192
 x =  0.527864 | f(x) =     5311.407  |       686.9596     4622.469     1.979004
====================== step 21/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5309.026  |       689.6317     4617.406     1.988759
 x =         1 | f(x) =     5275.422  |       699.2334     4574.118     2.070806
 x =  0.381966 | f(x) =     5274.799  |       674.2207     4598.559     2.018629
 x =  0.618034 | f(x) =     5270.697  |       679.0485      4589.61      2.03799
 x =  0.763932 | f(x) =     5271.927  |       686.2973      4583.58     2.050284
 x =  0.628574 | f(x) =     5272.884  |       682.0866     4588.758     2.038868
 x =  0.527864 | f(x) =     5273.653  |       678.6367     4592.985     2.030532
====================== step 22/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5272.459  |       680.9517      4589.47      2.03799
 x =         1 | f(x) =     5241.616  |       666.7242     4572.824     2.067936
 x =  0.381966 | f(x) =     5258.164  |       673.5841      4582.53     2.049306
 x =  0.618034 | f(x) =     5251.629  |       670.7857     4578.787     2.056385
 x =  0.763932 | f(x) =     5247.083  |       668.7172     4576.305     2.060781
 x =  0.854102 | f(x) =     5244.291  |       667.4734     4574.754     2.063509
 x =   0.90983 | f(x) =     5242.609  |       666.7515     4573.793       2.0652
====================== step 23/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5240.169  |        665.809     4572.292     2.067936
 x =         1 | f(x) =      5220.71  |       661.7395     4556.873     2.097223
 x =  0.381966 | f(x) =     5231.626  |       663.6697     4565.877     2.079048
 x =  0.618034 | f(x) =     5227.433  |       662.8709     4562.476     2.085961
 x =  0.763932 | f(x) =     5224.646  |       662.4136     4560.142     2.090252
 x =  0.854102 | f(x) =     5222.961  |       662.1916     4558.677     2.092911
 x =   0.90983 | f(x) =     5221.949  |       662.0857     4557.769     2.094556
====================== step 24/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5220.387  |        661.933     4556.356     2.097223
 x =         1 | f(x) =     5202.337  |       659.3586     4540.852     2.126991
 x =  0.381966 | f(x) =      5212.61  |       660.6193     4549.883     2.108547
 x =  0.618034 | f(x) =     5208.714  |       660.1207     4546.477     2.115567
 x =  0.763932 | f(x) =     5205.972  |       659.7097     4544.143     2.119922
 x =  0.854102 | f(x) =     5204.236  |       659.4346     4542.679     2.122618
 x =   0.90983 | f(x) =     5203.155  |       659.2591     4541.772     2.124287
====================== step 25/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =       5201.5  |       659.0157     4540.357     2.126991
 x =         1 | f(x) =     5183.849  |       656.5169     4525.176     2.156824
 x =  0.381966 | f(x) =     5193.993  |        657.867     4533.987     2.138348
 x =  0.618034 | f(x) =      5190.14  |       657.3415     4530.653     2.145382
 x =  0.763932 | f(x) =     5187.486  |       656.9568      4528.38     2.149744
 x =  0.854102 | f(x) =     5185.818  |       656.7082     4526.957     2.152446
 x =   0.90983 | f(x) =     5184.782  |       656.5514     4526.076     2.154118
====================== step 26/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5183.181  |       656.3184     4524.706     2.156824
 x =         1 | f(x) =     5166.265  |       653.8609     4510.217     2.186693
 x =  0.381966 | f(x) =     5176.005  |       655.1622     4518.675     2.168182
 x =  0.618034 | f(x) =     5172.318  |       654.6566     4515.486     2.175229
 x =  0.763932 | f(x) =     5169.752  |       654.2676     4513.305     2.179599
 x =  0.854102 | f(x) =      5168.13  |       654.0103     4511.938     2.182305
 x =   0.90983 | f(x) =     5167.121  |        653.846     4511.091      2.18398
====================== step 27/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5165.563  |       653.6068     4509.769     2.186693
 x =         1 | f(x) =     5149.028  |       651.1024     4495.709     2.216675
 x =  0.381966 | f(x) =     5158.561  |       652.4536     4503.909     2.198097
 x =  0.618034 | f(x) =     5154.957  |       651.9305     4500.822      2.20517
 x =  0.763932 | f(x) =     5152.451  |        651.537     4498.705     2.209556
 x =  0.854102 | f(x) =     5150.868  |       651.2792     4497.376     2.212272
 x =   0.90983 | f(x) =     5149.882  |       651.1152     4496.552     2.213952
====================== step 28/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5148.356  |       650.8733     4495.266     2.216675
 x =         1 | f(x) =     5131.941  |       648.2739      4481.42     2.246887
 x =  0.381966 | f(x) =      5141.41  |       649.6736     4489.508     2.228155
 x =  0.618034 | f(x) =     5137.836  |       649.1336     4486.467     2.235287
 x =  0.763932 | f(x) =     5135.338  |       648.7232     4484.375     2.239709
 x =  0.854102 | f(x) =     5133.757  |       648.4536     4483.061     2.242448
 x =   0.90983 | f(x) =     5132.772  |       648.2819     4482.246     2.244142
====================== step 29/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5131.251  |       648.0296     4480.975     2.246887
 x =         1 | f(x) =     5114.658  |       645.3687     4467.012     2.277491
 x =  0.381966 | f(x) =     5124.202  |       646.7884     4475.155      2.25852
 x =  0.618034 | f(x) =      5120.59  |       646.2391     4472.085     2.265744
 x =  0.763932 | f(x) =     5118.074  |       645.8201     4469.984     2.270222
 x =  0.854102 | f(x) =     5116.483  |       645.5459     4468.665     2.272995
 x =   0.90983 | f(x) =     5115.489  |       645.3718     4467.842     2.274711
====================== step 30/30 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     5113.944  |       645.1173     4466.549     2.277491
 x =         1 | f(x) =     5097.497  |       642.6618     4452.527     2.308463
 x =  0.381966 | f(x) =     5106.725  |        643.844     4460.592     2.289275
 x =  0.618034 | f(x) =     5103.098  |       643.2994     4457.502     2.296598
 x =  0.763932 | f(x) =     5100.679  |       642.9634     4455.415     2.301124
 x =  0.854102 | f(x) =     5099.157  |       642.7437     4454.109     2.303926
 x =   0.90983 | f(x) =     5098.211  |       642.6029     4453.303     2.305658
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.095224
   Total Core solution elapsed time:       34.4395
   Linear solver elapsed time:             17.4227 (51%)

   Total elapsed time: 0 hrs 0 min 34 sec
loading results from cluster
   Step 4: Transient run
checking model consistency
marshalling file SeaRISEgreenland.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

   Input updates from constant
   Input updates from constant
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
   Renumbering degrees of freedom
call computational core:
   Updating Mmes
iteration 1/100  time [yr]: 0.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90952e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   40.0062 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        51.744 &gt; 10 %
   Convergence criterion: max(du)                 0.000156722
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24132e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   3.83978 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.93163 &lt; 10 %
   Convergence criterion: max(du)                 1.86578e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   1.03774 &gt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.37988 &lt; 10 %
   Convergence criterion: max(du)                 7.83442e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88245e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.258198 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07426 &lt; 10 %
   Convergence criterion: max(du)                 3.84522e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 4
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58824e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 2/100  time [yr]: 0.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79148e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.579836 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        42.6946 &gt; 10 %
   Convergence criterion: max(du)                 0.000129592
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99126e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.181112 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.8599 &lt; 10 %
   Convergence criterion: max(du)                 1.22631e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.89511e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 3/100  time [yr]: 0.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.68854e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.29581 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        23.2133 &gt; 10 %
   Convergence criterion: max(du)                 5.30421e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91978e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0922583 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.30905 &lt; 10 %
   Convergence criterion: max(du)                 1.56862e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.95065e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 4/100  time [yr]: 0.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 0.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87503e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.198505 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        12.4286 &gt; 10 %
   Convergence criterion: max(du)                 4.50849e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.054312 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        4.66342 &lt; 10 %
   Convergence criterion: max(du)                 2.38723e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 0.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.58291e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 5/100  time [yr]: 1.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78478e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.165193 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        10.4077 &gt; 10 %
   Convergence criterion: max(du)                 4.82107e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7931e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0476213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.44265 &lt; 10 %
   Convergence criterion: max(du)                 2.84468e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 2
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69739e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 6/100  time [yr]: 1.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.23914e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149263 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.21398 &lt; 10 %
   Convergence criterion: max(du)                 4.63752e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64538e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 7/100  time [yr]: 1.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71524e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.157105 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        9.33302 &lt; 10 %
   Convergence criterion: max(du)                 5.19675e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72829e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 8/100  time [yr]: 1.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77528e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.154827 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        8.22583 &lt; 10 %
   Convergence criterion: max(du)                 5.03355e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56814e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 9/100  time [yr]: 1.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 1.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15421e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.149702 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        6.67201 &lt; 10 %
   Convergence criterion: max(du)                 4.4308e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 1.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61005e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 10/100  time [yr]: 2.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.03734e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.144213 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        5.15722 &lt; 10 %
   Convergence criterion: max(du)                 3.64248e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74865e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 11/100  time [yr]: 2.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93401e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.138839 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        3.91063 &lt; 10 %
   Convergence criterion: max(du)                 2.8626e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.72024e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 12/100  time [yr]: 2.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.19677e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.133785 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.98574 &lt; 10 %
   Convergence criterion: max(du)                 2.20048e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.46812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 13/100  time [yr]: 2.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.85773e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.129165 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        2.34244 &lt; 10 %
   Convergence criterion: max(du)                 1.69106e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75519e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 14/100  time [yr]: 2.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 2.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02537e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.124927 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.90948 &lt; 10 %
   Convergence criterion: max(du)                 1.32356e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 2.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63951e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 15/100  time [yr]: 3.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.86254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.121046 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.61812 &lt; 10 %
   Convergence criterion: max(du)                 1.06836e-05
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.03551e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 16/100  time [yr]: 3.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.117504 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.41647 &lt; 10 %
   Convergence criterion: max(du)                 8.93782e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64591e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 17/100  time [yr]: 3.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18116e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.114284 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.27046 &lt; 10 %
   Convergence criterion: max(du)                 7.73462e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.87198e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 18/100  time [yr]: 3.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67711e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.111367 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.1594 &lt; 10 %
   Convergence criterion: max(du)                 6.88107e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83576e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 19/100  time [yr]: 3.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 3.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11616e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.108733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        1.07113 &lt; 10 %
   Convergence criterion: max(du)                 6.24711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 3.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.55526e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 20/100  time [yr]: 4.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77307e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.106356 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.998493 &lt; 10 %
   Convergence criterion: max(du)                 5.75025e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.48799e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 21/100  time [yr]: 4.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.2087e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.104206 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.937125 &lt; 10 %
   Convergence criterion: max(du)                 5.3407e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74106e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 22/100  time [yr]: 4.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.91336e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.102251 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.884247 &lt; 10 %
   Convergence criterion: max(du)                 4.98966e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.286e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 23/100  time [yr]: 4.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99161e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.100465 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.838226 &lt; 10 %
   Convergence criterion: max(du)                 4.68095e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64282e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 24/100  time [yr]: 4.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 4.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84422e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0988228 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.797679 &lt; 10 %
   Convergence criterion: max(du)                 4.40552e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 4.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8138e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 25/100  time [yr]: 5.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94086e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0973049 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.761639 &lt; 10 %
   Convergence criterion: max(du)                 4.15807e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 26/100  time [yr]: 5.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.09589 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.729262 &lt; 10 %
   Convergence criterion: max(du)                 3.93508e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77787e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 27/100  time [yr]: 5.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0945622 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.699987 &lt; 10 %
   Convergence criterion: max(du)                 3.73383e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74985e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 28/100  time [yr]: 5.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88185e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0933088 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.673373 &lt; 10 %
   Convergence criterion: max(du)                 3.55194e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91575e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 29/100  time [yr]: 5.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 5.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0921186 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.649074 &lt; 10 %
   Convergence criterion: max(du)                 3.38733e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 5.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80901e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 30/100  time [yr]: 6.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.33172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0909765 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.626782 &lt; 10 %
   Convergence criterion: max(du)                 3.23787e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.20306e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 31/100  time [yr]: 6.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.16272e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0898938 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.606266 &lt; 10 %
   Convergence criterion: max(du)                 3.1018e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73396e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 32/100  time [yr]: 6.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94172e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0888679 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.587377 &lt; 10 %
   Convergence criterion: max(du)                 2.97749e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79668e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 33/100  time [yr]: 6.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.67047e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0878845 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.570048 &lt; 10 %
   Convergence criterion: max(du)                 2.86347e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56368e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 34/100  time [yr]: 6.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 6.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9056e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0869359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.554064 &lt; 10 %
   Convergence criterion: max(du)                 2.75845e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 6.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 35/100  time [yr]: 7.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7149e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0860176 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.539173 &lt; 10 %
   Convergence criterion: max(du)                 2.6613e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69165e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 36/100  time [yr]: 7.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8763e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0851273 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.525203 &lt; 10 %
   Convergence criterion: max(du)                 2.5711e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63712e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 37/100  time [yr]: 7.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09545e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0842647 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.51205 &lt; 10 %
   Convergence criterion: max(du)                 2.48706e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.84864e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 38/100  time [yr]: 7.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.96674e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0834299 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.499628 &lt; 10 %
   Convergence criterion: max(du)                 2.40854e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78077e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 39/100  time [yr]: 7.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 7.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.1026e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0826229 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.487841 &lt; 10 %
   Convergence criterion: max(du)                 2.33498e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 7.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 40/100  time [yr]: 8.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.90875e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.081843 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.47662 &lt; 10 %
   Convergence criterion: max(du)                 2.2659e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.05651e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 41/100  time [yr]: 8.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0810856 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.465877 &lt; 10 %
   Convergence criterion: max(du)                 2.20091e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.93212e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 42/100  time [yr]: 8.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99869e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0803506 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.455531 &lt; 10 %
   Convergence criterion: max(du)                 2.13964e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.00827e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 43/100  time [yr]: 8.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.37624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0796359 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.445517 &lt; 10 %
   Convergence criterion: max(du)                 2.08176e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74662e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 44/100  time [yr]: 8.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 8.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.99065e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.07894 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.435768 &lt; 10 %
   Convergence criterion: max(du)                 2.02701e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 8.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.53725e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 45/100  time [yr]: 9.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.28058e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0782614 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.42629 &lt; 10 %
   Convergence criterion: max(du)                 1.97513e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.78874e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 46/100  time [yr]: 9.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.25214e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0775988 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.417072 &lt; 10 %
   Convergence criterion: max(du)                 1.9259e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.71055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 47/100  time [yr]: 9.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.75042e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0769509 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.408118 &lt; 10 %
   Convergence criterion: max(du)                 1.8791e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.74869e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 48/100  time [yr]: 9.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.01767e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0763168 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.399417 &lt; 10 %
   Convergence criterion: max(du)                 1.83457e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.52109e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 49/100  time [yr]: 9.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 9.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.36705e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0756956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.390975 &lt; 10 %
   Convergence criterion: max(du)                 1.79214e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 9.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8633e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 50/100  time [yr]: 10.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.80045e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0750865 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.382779 &lt; 10 %
   Convergence criterion: max(du)                 1.75173e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.12025e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 51/100  time [yr]: 10.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.8378e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0744891 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.374844 &lt; 10 %
   Convergence criterion: max(du)                 1.71313e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.60042e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 52/100  time [yr]: 10.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.11485e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0739079 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.362827 &lt; 10 %
   Convergence criterion: max(du)                 1.6621e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.57742e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 53/100  time [yr]: 10.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.06592e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0733373 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.350628 &lt; 10 %
   Convergence criterion: max(du)                 1.60939e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.51613e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 54/100  time [yr]: 10.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 10.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79029e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0727769 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.33879 &lt; 10 %
   Convergence criterion: max(du)                 1.55893e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 10.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67588e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 55/100  time [yr]: 11.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81957e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0722264 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.327423 &lt; 10 %
   Convergence criterion: max(du)                 1.51167e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.50432e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 56/100  time [yr]: 11.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77976e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0716855 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.316536 &lt; 10 %
   Convergence criterion: max(du)                 1.4676e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.562e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 57/100  time [yr]: 11.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.02964e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0711543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.306126 &lt; 10 %
   Convergence criterion: max(du)                 1.42643e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73521e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 58/100  time [yr]: 11.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.09792e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0706323 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.296179 &lt; 10 %
   Convergence criterion: max(du)                 1.38775e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80906e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 59/100  time [yr]: 11.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 11.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.95938e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0701194 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.286654 &lt; 10 %
   Convergence criterion: max(du)                 1.35119e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 11.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.9055e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 60/100  time [yr]: 12.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.98092e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0696153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.277549 &lt; 10 %
   Convergence criterion: max(du)                 1.3164e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.98381e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 61/100  time [yr]: 12.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9844e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0691199 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.268864 &lt; 10 %
   Convergence criterion: max(du)                 1.28311e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.07484e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 62/100  time [yr]: 12.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.758e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.068633 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.260586 &lt; 10 %
   Convergence criterion: max(du)                 1.25112e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.69713e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 63/100  time [yr]: 12.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92384e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0681543 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.252703 &lt; 10 %
   Convergence criterion: max(du)                 1.22026e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79956e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 64/100  time [yr]: 12.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 12.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84496e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0676835 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.245188 &lt; 10 %
   Convergence criterion: max(du)                 1.19043e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 12.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.79287e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 65/100  time [yr]: 13.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.08947e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0672203 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.237927 &lt; 10 %
   Convergence criterion: max(du)                 1.16154e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.70839e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 66/100  time [yr]: 13.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.18706e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0667652 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.231092 &lt; 10 %
   Convergence criterion: max(du)                 1.13352e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.90053e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 67/100  time [yr]: 13.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84323e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0663172 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.22462 &lt; 10 %
   Convergence criterion: max(du)                 1.10633e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.91333e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 68/100  time [yr]: 13.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78985e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0658764 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.218499 &lt; 10 %
   Convergence criterion: max(du)                 1.0799e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.81785e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 69/100  time [yr]: 13.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 13.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.92864e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0654425 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.212706 &lt; 10 %
   Convergence criterion: max(du)                 1.0542e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 13.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.63054e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 70/100  time [yr]: 14.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87888e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0650153 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.20725 &lt; 10 %
   Convergence criterion: max(du)                 1.02919e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.94623e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 71/100  time [yr]: 14.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.74963e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0645949 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.202082 &lt; 10 %
   Convergence criterion: max(du)                 1.00482e-06
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75649e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 72/100  time [yr]: 14.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.30722e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0641809 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.197233 &lt; 10 %
   Convergence criterion: max(du)                 9.81074e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01542e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 73/100  time [yr]: 14.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00446e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0637733 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.192578 &lt; 10 %
   Convergence criterion: max(du)                 9.57908e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.64894e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 74/100  time [yr]: 14.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 14.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.60291e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.063372 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.188381 &lt; 10 %
   Convergence criterion: max(du)                 9.3529e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 14.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.56683e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 75/100  time [yr]: 15.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.04033e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0629767 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.18449 &lt; 10 %
   Convergence criterion: max(du)                 9.13182e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80818e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 76/100  time [yr]: 15.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.27249e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0625876 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.180899 &lt; 10 %
   Convergence criterion: max(du)                 8.91577e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.67921e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 77/100  time [yr]: 15.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.879e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0622044 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.177604 &lt; 10 %
   Convergence criterion: max(du)                 8.70459e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.872e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 78/100  time [yr]: 15.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.79439e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0618266 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.174598 &lt; 10 %
   Convergence criterion: max(du)                 8.49801e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68427e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 79/100  time [yr]: 15.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 15.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.24624e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0614541 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.171868 &lt; 10 %
   Convergence criterion: max(du)                 8.42481e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 15.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80772e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 80/100  time [yr]: 16.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.63269e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0610872 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.169371 &lt; 10 %
   Convergence criterion: max(du)                 8.5016e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86548e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 81/100  time [yr]: 16.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.89853e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0607257 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166878 &lt; 10 %
   Convergence criterion: max(du)                 8.56847e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68007e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 82/100  time [yr]: 16.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.78684e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0603694 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164926 &lt; 10 %
   Convergence criterion: max(du)                 8.62499e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.08446e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 83/100  time [yr]: 16.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.7682e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0600192 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.163357 &lt; 10 %
   Convergence criterion: max(du)                 8.72759e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.01176e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 84/100  time [yr]: 16.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 16.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.73455e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0596741 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162021 &lt; 10 %
   Convergence criterion: max(du)                 8.81599e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 16.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.65875e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 85/100  time [yr]: 17.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87281e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0593326 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160712 &lt; 10 %
   Convergence criterion: max(du)                 8.84127e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.68685e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 86/100  time [yr]: 17.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.07254e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0589956 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159568 &lt; 10 %
   Convergence criterion: max(du)                 8.8477e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7711e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 87/100  time [yr]: 17.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69546e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0586632 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158695 &lt; 10 %
   Convergence criterion: max(du)                 8.83843e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61119e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 88/100  time [yr]: 17.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.00821e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0583353 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158032 &lt; 10 %
   Convergence criterion: max(du)                 8.81648e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80817e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 89/100  time [yr]: 17.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 17.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.93141e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0580117 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157615 &lt; 10 %
   Convergence criterion: max(du)                 8.78242e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 17.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.7051e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 90/100  time [yr]: 18.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.77e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0576926 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157574 &lt; 10 %
   Convergence criterion: max(du)                 8.73655e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.77091e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 91/100  time [yr]: 18.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.69493e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0573778 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.157866 &lt; 10 %
   Convergence criterion: max(du)                 8.67918e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.83501e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 92/100  time [yr]: 18.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.88302e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0570669 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158338 &lt; 10 %
   Convergence criterion: max(du)                 8.61067e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75347e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 93/100  time [yr]: 18.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.94201e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0567599 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.158938 &lt; 10 %
   Convergence criterion: max(du)                 8.53142e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.61032e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 94/100  time [yr]: 18.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 18.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.71259e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0564556 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.159689 &lt; 10 %
   Convergence criterion: max(du)                 8.44192e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 18.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.73268e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 95/100  time [yr]: 19.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.84625e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0561557 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.160629 &lt; 10 %
   Convergence criterion: max(du)                 8.34268e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.5454e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 96/100  time [yr]: 19.20 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.2
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=3.15088e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.05586 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.161758 &lt; 10 %
   Convergence criterion: max(du)                 8.23427e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.2
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.75477e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 97/100  time [yr]: 19.40 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.4
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.87441e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0555678 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.162987 &lt; 10 %
   Convergence criterion: max(du)                 8.11726e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.4
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.86581e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 98/100  time [yr]: 19.60 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.6
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.62004e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0552798 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.164309 &lt; 10 %
   Convergence criterion: max(du)                 7.9923e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.6
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.8555e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 99/100  time [yr]: 19.80 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 19.8
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.9794e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0549959 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.166002 &lt; 10 %
   Convergence criterion: max(du)                 7.86001e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 19.8
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.99812e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
iteration 100/100  time [yr]: 20.00 (time step: 0.20)
   computing smb 
   computing new velocity
   Updating constraints and active domain of analysis StressbalanceAnalysis for time: 20
   Get solution from inputs
   Reduce vector from g to f set
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   Allocating matrices (Kff stiffness matrix size: 9300 x 9300)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=2.81538e-16
   Merging solution vector from fset to gset
   checking convergence
   mechanical equilibrium convergence criterion   0.0547161 &lt; 1 %
   Convergence criterion: norm(du)/norm(u)        0.167956 &lt; 10 %
   Convergence criterion: max(du)                 7.74989e-07
   Input updates from constant
   Updating inputs from solution for StressbalanceAnalysis
   number of unstable constraints: 0

   total number of iterations: 1
   computing basal mass balance
   computing mass transport
   call computational core
   Updating constraints and active domain of analysis MasstransportAnalysis for time: 20
   Allocating matrices (Kff stiffness matrix size: 4650 x 4650)
   Assembling matrices
   Create nodal constraints
   Dirichlet lifting applied to load vector
   Solving matrix system

   solver residue: norm(KU-F)/norm(F)=1.80103e-16
   Merging solution vector from fset to gset
   Updating inputs from solution for MasstransportAnalysis
   updating vertices positions
   computing transient requested outputs
   saving temporary results
write lock file:

   FemModel initialization elapsed time:   0.10986
   Total Core solution elapsed time:       31.2808
   Linear solver elapsed time:             15.6572 (50%)

   Total elapsed time: 0 hrs 0 min 31 sec
loading results from cluster
   Step 5: Plotting
SUCCESS
finished: IceBridge
starting: IceflowModels

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.060264
   Total Core solution elapsed time:       0.088913
   Linear solver elapsed time:             0.012181 (14%)

   Total elapsed time: 0 hrs 0 min 0 sec
SUCCESS
finished: IceflowModels
starting: Inversion

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031583
   Total Core solution elapsed time:       0.217021
   Linear solver elapsed time:             0.188316 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.031445
   Total Core solution elapsed time:       0.220026
   Linear solver elapsed time:             0.189896 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294              │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04              │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195              │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651              │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8              │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3              │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6              │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9              │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26              │
│ 10 │ f(x)=    52.098 │   4.15e-07 │      52.1              │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46              │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28              │
│ 13 │ f(x)=    9.8225 │   1.14e-07 │     9.822              │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809              │
│ 15 │ f(x)=    2.4895 │   9.36e-08 │      2.49              │
│ 16 │ f(x)=    1.7087 │    3.9e-08 │     1.709              │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355              │
│ 18 │ f(x)=   0.88095 │   4.29e-08 │    0.8809              │
│ 19 │ f(x)=   0.47917 │   1.58e-08 │    0.4792              │
│ 20 │ f(x)=   0.39798 │   1.12e-08 │     0.398              │
│ 21 │ f(x)=   0.32618 │    1.1e-08 │    0.3262              │
│ 22 │ f(x)=   0.20219 │   9.75e-09 │    0.2022              │
│ 23 │ f(x)=   0.19258 │      2e-08 │    0.1926              │
│ 24 │ f(x)=   0.13083 │      9e-09 │    0.1308              │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.037693
   Total Core solution elapsed time:       4.01147
   Linear solver elapsed time:             3.4179  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-30    │
│  2 │ f(x)=     71319 │   0.000249 │ 7.132e+04     3.972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0007499    │
│  4 │ f(x)=    2627.9 │   1.74e-05 │      2627     1.297    │
│  5 │ f(x)=    501.86 │   3.38e-06 │     501.8   0.07914    │
│  6 │ f(x)=    727.82 │   7.39e-06 │     726.8     1.025    │
│  7 │ f(x)=    161.71 │   1.37e-06 │     161.4    0.2828    │
│  8 │ f(x)=    110.74 │   1.54e-06 │     110.1    0.6226    │
│  9 │ f(x)=    75.417 │   7.01e-07 │     74.86    0.5524    │
│ 10 │ f(x)=    50.079 │   3.95e-07 │     49.47    0.6103    │
│ 11 │ f(x)=    27.016 │   2.74e-07 │     26.23    0.7915    │
│ 12 │ f(x)=    15.765 │   1.64e-07 │     14.96     0.806    │
│ 13 │ f(x)=    10.429 │   1.16e-07 │     9.679    0.7495    │
│ 14 │ f(x)=    6.1855 │    9.8e-08 │      5.48     0.706    │
│ 15 │ f(x)=     2.894 │   8.74e-08 │     2.219    0.6751    │
│ 16 │ f(x)=    2.0594 │   3.93e-08 │     1.444    0.6159    │
│ 17 │ f(x)=    1.6545 │   3.92e-08 │      1.06    0.5944    │
│ 18 │ f(x)=    1.2382 │   3.66e-08 │    0.6934    0.5447    │
│ 19 │ f(x)=   0.93157 │   2.26e-08 │    0.4485    0.4831    │
│ 20 │ f(x)=   0.82377 │   1.47e-08 │    0.3782    0.4455    │
│ 21 │ f(x)=   0.73206 │   1.53e-08 │    0.3127    0.4193    │
│ 22 │ f(x)=   0.60194 │   1.25e-08 │    0.2118    0.3902    │
│ 23 │ f(x)=   0.56118 │    1.3e-08 │    0.1899    0.3713    │
│ 24 │ f(x)=   0.54169 │   7.15e-09 │    0.1757     0.366    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038062
   Total Core solution elapsed time:       4.01567
   Linear solver elapsed time:             3.4088  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
finished: Inversion
starting: Jakobshavn

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

   Step 1: Mesh creation
Anisotropic mesh adaptation
WARNING: mesh present but no geometry found. Reconstructing...
   new number of triangles = 3007
   Step 2: Parameterization
   Loading SeaRISE data from NetCDF
   Interpolating thicknesses
   Interpolating bedrock topography
   Constructing surface elevation
   Interpolating velocities
   Interpolating temperatures
   Interpolating surface mass balance
   Construct basal friction parameters
   Construct ice rheological properties
   Set other boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
   Step 3: Control method friction
checking model consistency
INFO: the outlog will look better if only md.verbose.control is turned on
marshalling file Jakobshavn.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   preparing initial solution

       x       |  Cost function f(x)  |  List of contributions
====================== step 1/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     83691.82  |       83608.87      82.9538
 x =         1 | f(x) =     71282.22  |       71202.56     79.65915
====================== step 2/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     71434.03  |       71354.35     79.67283
 x =         1 | f(x) =     61944.77  |       61868.32      76.4542
====================== step 3/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     61661.08  |       61584.65     76.42878
 x =         1 | f(x) =     55044.64  |       54971.17     73.46996
====================== step 4/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     54783.23  |       54709.79     73.44058
 x =         1 | f(x) =     49978.08  |       49907.35      70.7277
====================== step 5/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     49772.38  |       49701.68     70.70017
 x =         1 | f(x) =     46134.88  |       46066.67     68.21092
====================== step 6/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     45971.44  |       45903.26     68.18565
 x =         1 | f(x) =     43246.98  |       43181.03     65.95402
====================== step 7/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     43116.42  |       43050.49     65.93162
 x =         1 | f(x) =     41186.24  |        41122.2     64.04128
====================== step 8/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     41086.83  |       41022.81     64.02207
 x =         1 | f(x) =     39691.01  |       39628.64     62.36093
====================== step 9/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     39617.72  |       39555.37     62.34435
 x =         1 | f(x) =     38647.74  |       38586.78     60.96179
====================== step 10/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =      38542.7  |       38481.76     60.93448
 x =         1 | f(x) =     37742.73  |       37683.01     59.72204
====================== step 11/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     37651.01  |       37591.32     59.69631
 x =         1 | f(x) =      36980.6  |          36922     58.60387
====================== step 12/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36901.71  |       36843.13     58.58021
 x =         1 | f(x) =     36328.21  |       36270.64     57.57771
====================== step 13/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     36259.35  |       36201.79     57.55583
 x =         1 | f(x) =     35760.77  |       35704.15      56.6245
====================== step 14/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35699.86  |       35643.25     56.60405
 x =         1 | f(x) =     35257.21  |       35201.48      55.7326
====================== step 15/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     35202.45  |       35146.74     55.71261
 x =         1 | f(x) =     34832.95  |       34778.07     54.88295
====================== step 16/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34786.61  |       34731.75     54.86544
 x =         1 | f(x) =     34479.86  |       34425.78     54.08727
 x =  0.381966 | f(x) =     34579.35  |       34524.82     54.53269
 x =  0.618034 | f(x) =     34536.62  |       34482.25     54.36682
 x =  0.763932 | f(x) =     34495.21  |       34440.96      54.2533
 x =  0.854102 | f(x) =     34462.49  |       34408.31     54.17991
 x =   0.90983 | f(x) =     34438.41  |       34384.27      54.1331
====================== step 17/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34428.06  |       34373.94     54.12786
 x =         1 | f(x) =     34186.62  |       34133.22     53.39879
 x =  0.381966 | f(x) =     34281.41  |       34227.59     53.82491
 x =  0.618034 | f(x) =     34245.75  |       34192.08     53.66858
 x =  0.763932 | f(x) =      34211.4  |       34157.84     53.56115
 x =  0.854102 | f(x) =     34184.23  |       34130.74     53.49158
 x =   0.90983 | f(x) =     34164.21  |       34110.77      53.4472
====================== step 18/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     34155.78  |       34102.33     53.44227
 x =         1 | f(x) =     33946.97  |       33894.23     52.74752
 x =  0.381966 | f(x) =     34030.65  |       33977.49      53.1537
 x =  0.618034 | f(x) =     34000.42  |       33947.42     53.00515
 x =  0.763932 | f(x) =     33970.44  |       33917.53     52.90262
 x =  0.854102 | f(x) =     33946.39  |       33893.55     52.83617
 x =   0.90983 | f(x) =      33928.5  |        33875.7     52.79378
====================== step 19/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33920.82  |       33868.03       52.789
 x =         1 | f(x) =     33740.96  |       33688.83     52.12422
 x =  0.381966 | f(x) =     33811.12  |       33758.61     52.51346
 x =  0.618034 | f(x) =     33784.82  |       33732.45     52.37163
 x =  0.763932 | f(x) =     33759.33  |       33707.05     52.27353
 x =  0.854102 | f(x) =     33739.07  |       33686.86     52.20992
 x =   0.90983 | f(x) =      33724.1  |       33671.93     52.16935
====================== step 20/20 ===============================
 x =         0 |    computing velocities
   computing adjoint
   saving results
f(x) =     33717.79  |       33665.62     52.16487
 x =         1 | f(x) =     33583.19  |       33531.66     51.52454
 x =  0.381966 | f(x) =     33635.61  |       33583.71     51.90026
 x =  0.618034 | f(x) =     33615.74  |       33563.98     51.76344
 x =  0.763932 | f(x) =        33597  |       33545.33     51.66875
 x =  0.854102 | f(x) =     33582.39  |       33530.78     51.60748
 x =   0.90983 | f(x) =     33571.73  |       33520.16     51.56847
   preparing final solution
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.075332
   Total Core solution elapsed time:       12.6694
   Linear solver elapsed time:             8.72782 (69%)

   Total elapsed time: 0 hrs 0 min 12 sec
loading results from cluster
   Plotting
SUCCESS
finished: Jakobshavn
starting: LcurveAnalysis

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      creating flow law paramter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.033237
   Total Core solution elapsed time:       0.208019
   Linear solver elapsed time:             0.181663 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.032188
   Total Core solution elapsed time:       0.222645
   Linear solver elapsed time:             0.191724 (86%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
------------------------------------------------------------
      alpha iteration: 1/31, alpha value: 1e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0003972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-08    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0001327    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 7.927e-06    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0001068    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 2.844e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 6.549e-05    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 5.715e-05    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 6.311e-05    │
│ 11 │ f(x)=    26.462 │   2.72e-07 │     26.46 8.565e-05    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 9.124e-05    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822 9.174e-05    │
│ 14 │ f(x)=    5.8087 │   9.69e-08 │     5.809 9.448e-05    │
│ 15 │ f(x)=    2.4896 │   9.36e-08 │     2.489 0.0001059    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0001056    │
│ 17 │ f(x)=    1.3549 │   3.96e-08 │     1.355 0.0001093    │
│ 18 │ f(x)=   0.88103 │   4.29e-08 │    0.8809 0.0001114    │
│ 19 │ f(x)=   0.47927 │   1.58e-08 │    0.4791 0.0001157    │
│ 20 │ f(x)=   0.39808 │   1.12e-08 │     0.398 0.0001159    │
│ 21 │ f(x)=   0.32628 │    1.1e-08 │    0.3262 0.0001175    │
│ 22 │ f(x)=   0.20229 │   9.75e-09 │    0.2022 0.0001245    │
│ 23 │ f(x)=    0.1927 │      2e-08 │    0.1926  0.000128    │
│ 24 │ f(x)=   0.13094 │      9e-09 │    0.1308 0.0001282    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038019
   Total Core solution elapsed time:       4.03123
   Linear solver elapsed time:             3.42475 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 2/31, alpha value: 1.9953e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04 0.0007924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.496e-07    │
│  4 │ f(x)=    2651.2 │   1.75e-05 │      2651 0.0002648    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 1.582e-05    │
│  6 │ f(x)=     749.3 │   7.53e-06 │     749.3 0.0002131    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 5.675e-05    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0001307    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.000114    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0001259    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0001709    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28  0.000182    │
│ 13 │ f(x)=    9.8226 │   1.14e-07 │     9.822  0.000183    │
│ 14 │ f(x)=    5.8088 │   9.69e-08 │     5.809 0.0001885    │
│ 15 │ f(x)=    2.4897 │   9.36e-08 │     2.489 0.0002114    │
│ 16 │ f(x)=    1.7088 │    3.9e-08 │     1.709 0.0002107    │
│ 17 │ f(x)=     1.355 │   3.96e-08 │     1.355  0.000218    │
│ 18 │ f(x)=   0.88111 │   4.29e-08 │    0.8809 0.0002223    │
│ 19 │ f(x)=   0.47936 │   1.58e-08 │    0.4791 0.0002308    │
│ 20 │ f(x)=   0.39819 │   1.12e-08 │     0.398 0.0002313    │
│ 21 │ f(x)=   0.32639 │    1.1e-08 │    0.3262 0.0002344    │
│ 22 │ f(x)=    0.2024 │   9.75e-09 │    0.2022 0.0002484    │
│ 23 │ f(x)=   0.19282 │      2e-08 │    0.1926 0.0002552    │
│ 24 │ f(x)=   0.13105 │      9e-09 │    0.1308 0.0002557    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040899
   Total Core solution elapsed time:       4.00263
   Linear solver elapsed time:             3.40043 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 3/31, alpha value: 3.9811e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-34    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.001581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.986e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651 0.0005284    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 3.156e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0004251    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0001132    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0002607    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0002275    │
│ 10 │ f(x)=    52.097 │   4.15e-07 │      52.1 0.0002512    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46  0.000341    │
│ 12 │ f(x)=    15.279 │   1.65e-07 │     15.28 0.0003632    │
│ 13 │ f(x)=    9.8228 │   1.14e-07 │     9.822 0.0003652    │
│ 14 │ f(x)=     5.809 │   9.69e-08 │     5.809 0.0003761    │
│ 15 │ f(x)=    2.4898 │   9.36e-08 │     2.489 0.0004217    │
│ 16 │ f(x)=     1.709 │    3.9e-08 │     1.709 0.0004203    │
│ 17 │ f(x)=    1.3551 │   3.96e-08 │     1.355 0.0004349    │
│ 18 │ f(x)=   0.88126 │   4.29e-08 │    0.8808 0.0004435    │
│ 19 │ f(x)=   0.47955 │   1.58e-08 │    0.4791 0.0004603    │
│ 20 │ f(x)=   0.39839 │   1.11e-08 │    0.3979 0.0004613    │
│ 21 │ f(x)=    0.3266 │    1.1e-08 │    0.3261 0.0004675    │
│ 22 │ f(x)=   0.20261 │   9.75e-09 │    0.2021 0.0004953    │
│ 23 │ f(x)=   0.19306 │      2e-08 │    0.1926 0.0005089    │
│ 24 │ f(x)=   0.13126 │      9e-09 │    0.1308 0.0005098    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037631
   Total Core solution elapsed time:       4.0284 
   Linear solver elapsed time:             3.41916 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 4/31, alpha value: 7.9433e-20
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.003155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 5.957e-07    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.001054    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 6.297e-05    │
│  6 │ f(x)=    749.29 │   7.53e-06 │     749.3 0.0008482    │
│  7 │ f(x)=    165.57 │   1.42e-06 │     165.6 0.0002259    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9 0.0005202    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0004539    │
│ 10 │ f(x)=    52.096 │   4.15e-07 │      52.1 0.0005013    │
│ 11 │ f(x)=    26.463 │   2.72e-07 │     26.46 0.0006803    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28 0.0007247    │
│ 13 │ f(x)=    9.8232 │   1.14e-07 │     9.822 0.0007286    │
│ 14 │ f(x)=    5.8092 │   9.69e-08 │     5.808 0.0007503    │
│ 15 │ f(x)=    2.4901 │   9.36e-08 │     2.489 0.0008413    │
│ 16 │ f(x)=    1.7093 │    3.9e-08 │     1.708 0.0008383    │
│ 17 │ f(x)=    1.3554 │   3.96e-08 │     1.355 0.0008676    │
│ 18 │ f(x)=   0.88158 │   4.29e-08 │    0.8807 0.0008846    │
│ 19 │ f(x)=   0.47993 │   1.58e-08 │     0.479  0.000918    │
│ 20 │ f(x)=    0.3988 │   1.11e-08 │    0.3979 0.0009198    │
│ 21 │ f(x)=   0.32703 │    1.1e-08 │    0.3261 0.0009321    │
│ 22 │ f(x)=   0.20304 │   9.74e-09 │     0.202 0.0009873    │
│ 23 │ f(x)=   0.19354 │      2e-08 │    0.1925  0.001014    │
│ 24 │ f(x)=    0.1317 │   8.99e-09 │    0.1307  0.001016    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037636
   Total Core solution elapsed time:       3.98818
   Linear solver elapsed time:             3.38506 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 5/31, alpha value: 1.5849e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04  0.006294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.189e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.002104    │
│  5 │ f(x)=    506.82 │   3.41e-06 │     506.8 0.0001256    │
│  6 │ f(x)=    749.27 │   7.53e-06 │     749.3  0.001692    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0004508    │
│  8 │ f(x)=    112.93 │    1.6e-06 │     112.9  0.001038    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26 0.0009057    │
│ 10 │ f(x)=    52.095 │   4.15e-07 │     52.09     0.001    │
│ 11 │ f(x)=    26.464 │   2.72e-07 │     26.46  0.001357    │
│ 12 │ f(x)=     15.28 │   1.65e-07 │     15.28  0.001446    │
│ 13 │ f(x)=    9.8239 │   1.14e-07 │     9.822  0.001454    │
│ 14 │ f(x)=    5.8098 │   9.69e-08 │     5.808  0.001497    │
│ 15 │ f(x)=    2.4907 │   9.36e-08 │     2.489  0.001678    │
│ 16 │ f(x)=    1.7099 │    3.9e-08 │     1.708  0.001672    │
│ 17 │ f(x)=     1.356 │   3.96e-08 │     1.354   0.00173    │
│ 18 │ f(x)=   0.88221 │   4.29e-08 │    0.8804  0.001764    │
│ 19 │ f(x)=   0.48069 │   1.58e-08 │    0.4789   0.00183    │
│ 20 │ f(x)=   0.39962 │   1.11e-08 │    0.3978  0.001833    │
│ 21 │ f(x)=   0.32787 │    1.1e-08 │     0.326  0.001857    │
│ 22 │ f(x)=   0.20388 │   9.74e-09 │    0.2019  0.001966    │
│ 23 │ f(x)=   0.19449 │      2e-08 │    0.1925  0.002017    │
│ 24 │ f(x)=   0.13256 │   8.99e-09 │    0.1305   0.00202    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038056
   Total Core solution elapsed time:       4.01399
   Linear solver elapsed time:             3.41067 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 6/31, alpha value: 3.1623e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-33    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.01256    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 2.372e-06    │
│  4 │ f(x)=    2651.1 │   1.75e-05 │      2651  0.004197    │
│  5 │ f(x)=    506.81 │   3.41e-06 │     506.8 0.0002507    │
│  6 │ f(x)=    749.23 │   7.53e-06 │     749.2  0.003376    │
│  7 │ f(x)=    165.56 │   1.42e-06 │     165.6 0.0008995    │
│  8 │ f(x)=    112.92 │    1.6e-06 │     112.9  0.002071    │
│  9 │ f(x)=    75.259 │   6.92e-07 │     75.26  0.001807    │
│ 10 │ f(x)=    52.092 │   4.15e-07 │     52.09  0.001995    │
│ 11 │ f(x)=    26.465 │   2.72e-07 │     26.46  0.002708    │
│ 12 │ f(x)=    15.281 │   1.65e-07 │     15.28  0.002884    │
│ 13 │ f(x)=    9.8253 │   1.14e-07 │     9.822  0.002899    │
│ 14 │ f(x)=     5.811 │   9.69e-08 │     5.808  0.002985    │
│ 15 │ f(x)=    2.4918 │   9.36e-08 │     2.488  0.003345    │
│ 16 │ f(x)=     1.711 │    3.9e-08 │     1.708  0.003332    │
│ 17 │ f(x)=    1.3571 │   3.96e-08 │     1.354  0.003447    │
│ 18 │ f(x)=   0.88346 │   4.29e-08 │      0.88  0.003513    │
│ 19 │ f(x)=   0.48219 │   1.58e-08 │    0.4785  0.003643    │
│ 20 │ f(x)=   0.40124 │   1.11e-08 │    0.3976  0.003648    │
│ 21 │ f(x)=   0.32955 │    1.1e-08 │    0.3259  0.003694    │
│ 22 │ f(x)=   0.20555 │   9.73e-09 │    0.2016  0.003905    │
│ 23 │ f(x)=   0.19636 │   2.01e-08 │    0.1924     0.004    │
│ 24 │ f(x)=   0.13426 │   8.97e-09 │    0.1303  0.004005    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037605
   Total Core solution elapsed time:       4.05934
   Linear solver elapsed time:             3.44478 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 7/31, alpha value: 6.3096e-19
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.02506    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 4.732e-06    │
│  4 │ f(x)=      2651 │   1.75e-05 │      2651  0.008374    │
│  5 │ f(x)=    506.79 │   3.41e-06 │     506.8 0.0005002    │
│  6 │ f(x)=    749.16 │   7.53e-06 │     749.2  0.006736    │
│  7 │ f(x)=    165.54 │   1.42e-06 │     165.5  0.001795    │
│  8 │ f(x)=    112.91 │    1.6e-06 │     112.9  0.004131    │
│  9 │ f(x)=     75.26 │   6.92e-07 │     75.26  0.003605    │
│ 10 │ f(x)=    52.086 │   4.15e-07 │     52.08  0.003981    │
│ 11 │ f(x)=    26.467 │   2.72e-07 │     26.46  0.005401    │
│ 12 │ f(x)=    15.283 │   1.65e-07 │     15.28  0.005752    │
│ 13 │ f(x)=    9.8281 │   1.14e-07 │     9.822  0.005781    │
│ 14 │ f(x)=    5.8133 │   9.69e-08 │     5.807   0.00595    │
│ 15 │ f(x)=    2.4941 │   9.36e-08 │     2.487  0.006662    │
│ 16 │ f(x)=    1.7133 │   3.89e-08 │     1.707  0.006634    │
│ 17 │ f(x)=    1.3593 │   3.96e-08 │     1.352  0.006861    │
│ 18 │ f(x)=   0.88595 │   4.28e-08 │     0.879  0.006987    │
│ 19 │ f(x)=   0.48517 │   1.58e-08 │    0.4779  0.007237    │
│ 20 │ f(x)=   0.40445 │   1.11e-08 │    0.3972  0.007242    │
│ 21 │ f(x)=   0.33288 │    1.1e-08 │    0.3255  0.007328    │
│ 22 │ f(x)=   0.20884 │   9.71e-09 │    0.2011  0.007725    │
│ 23 │ f(x)=   0.20004 │   2.02e-08 │    0.1922  0.007888    │
│ 24 │ f(x)=   0.13758 │   8.95e-09 │    0.1297  0.007893    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039229
   Total Core solution elapsed time:       3.97878
   Linear solver elapsed time:             3.38103 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 8/31, alpha value: 1.2589e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04      0.05    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 9.441e-06    │
│  4 │ f(x)=    2650.9 │   1.75e-05 │      2651   0.01671    │
│  5 │ f(x)=    506.76 │   3.41e-06 │     506.8  0.000998    │
│  6 │ f(x)=    749.03 │   7.53e-06 │       749   0.01344    │
│  7 │ f(x)=    165.52 │   1.42e-06 │     165.5  0.003581    │
│  8 │ f(x)=     112.9 │    1.6e-06 │     112.9  0.008239    │
│  9 │ f(x)=    75.261 │   6.92e-07 │     75.25  0.007192    │
│ 10 │ f(x)=    52.075 │   4.15e-07 │     52.07  0.007942    │
│ 11 │ f(x)=    26.472 │   2.72e-07 │     26.46   0.01077    │
│ 12 │ f(x)=    15.287 │   1.65e-07 │     15.28   0.01147    │
│ 13 │ f(x)=    9.8336 │   1.14e-07 │     9.822   0.01152    │
│ 14 │ f(x)=    5.8178 │   9.69e-08 │     5.806   0.01185    │
│ 15 │ f(x)=    2.4987 │   9.35e-08 │     2.485   0.01325    │
│ 16 │ f(x)=    1.7179 │   3.89e-08 │     1.705   0.01318    │
│ 17 │ f(x)=    1.3636 │   3.95e-08 │      1.35   0.01362    │
│ 18 │ f(x)=   0.89087 │   4.28e-08 │     0.877   0.01385    │
│ 19 │ f(x)=   0.49105 │   1.58e-08 │    0.4767   0.01432    │
│ 20 │ f(x)=   0.41077 │   1.11e-08 │    0.3965   0.01431    │
│ 21 │ f(x)=    0.3394 │    1.1e-08 │    0.3249   0.01445    │
│ 22 │ f(x)=   0.21524 │   9.68e-09 │    0.2001   0.01515    │
│ 23 │ f(x)=   0.20712 │   2.03e-08 │    0.1917   0.01538    │
│ 24 │ f(x)=   0.14393 │   8.92e-09 │    0.1286   0.01537    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043271
   Total Core solution elapsed time:       4.2233 
   Linear solver elapsed time:             3.57289 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 9/31, alpha value: 2.5119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04   0.09976    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 1.884e-05    │
│  4 │ f(x)=    2650.6 │   1.75e-05 │      2651   0.03332    │
│  5 │ f(x)=     506.7 │    3.4e-06 │     506.7  0.001991    │
│  6 │ f(x)=    748.75 │   7.53e-06 │     748.7    0.0268    │
│  7 │ f(x)=    165.47 │   1.42e-06 │     165.5  0.007144    │
│  8 │ f(x)=    112.87 │    1.6e-06 │     112.9   0.01643    │
│  9 │ f(x)=    75.263 │   6.92e-07 │     75.25   0.01434    │
│ 10 │ f(x)=    52.052 │   4.15e-07 │     52.04   0.01584    │
│ 11 │ f(x)=    26.482 │   2.72e-07 │     26.46   0.02147    │
│ 12 │ f(x)=    15.295 │   1.65e-07 │     15.27   0.02285    │
│ 13 │ f(x)=    9.8446 │   1.14e-07 │     9.822   0.02292    │
│ 14 │ f(x)=    5.8268 │   9.69e-08 │     5.803   0.02354    │
│ 15 │ f(x)=    2.5076 │   9.34e-08 │     2.481   0.02626    │
│ 16 │ f(x)=    1.7268 │   3.89e-08 │     1.701   0.02608    │
│ 17 │ f(x)=    1.3721 │   3.95e-08 │     1.345   0.02691    │
│ 18 │ f(x)=   0.90047 │   4.27e-08 │    0.8732    0.0273    │
│ 19 │ f(x)=   0.50251 │   1.57e-08 │    0.4744   0.02808    │
│ 20 │ f(x)=   0.42306 │   1.11e-08 │    0.3951   0.02799    │
│ 21 │ f(x)=   0.35201 │    1.1e-08 │    0.3238   0.02819    │
│ 22 │ f(x)=   0.22742 │   9.65e-09 │    0.1982   0.02924    │
│ 23 │ f(x)=   0.22033 │   2.06e-08 │     0.191   0.02932    │
│ 24 │ f(x)=   0.15559 │   8.91e-09 │    0.1263   0.02925    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038748
   Total Core solution elapsed time:       4.09635
   Linear solver elapsed time:             3.47162 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 10/31, alpha value: 5.0119e-18
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-32    │
│  2 │ f(x)=     71315 │   0.000249 │ 7.132e+04     0.199    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 3.759e-05    │
│  4 │ f(x)=      2650 │   1.75e-05 │      2650   0.06645    │
│  5 │ f(x)=    506.57 │    3.4e-06 │     506.6  0.003973    │
│  6 │ f(x)=     748.2 │   7.53e-06 │     748.1   0.05341    │
│  7 │ f(x)=    165.37 │   1.42e-06 │     165.4   0.01425    │
│  8 │ f(x)=    112.81 │    1.6e-06 │     112.8   0.03274    │
│  9 │ f(x)=    75.268 │   6.92e-07 │     75.24   0.02859    │
│ 10 │ f(x)=    52.006 │   4.14e-07 │     51.97   0.03157    │
│ 11 │ f(x)=    26.501 │   2.72e-07 │     26.46   0.04275    │
│ 12 │ f(x)=     15.31 │   1.65e-07 │     15.26   0.04544    │
│ 13 │ f(x)=    9.8662 │   1.14e-07 │     9.821   0.04549    │
│ 14 │ f(x)=    5.8443 │   9.69e-08 │     5.798   0.04661    │
│ 15 │ f(x)=     2.525 │   9.33e-08 │     2.473   0.05169    │
│ 16 │ f(x)=    1.7441 │   3.89e-08 │     1.693   0.05117    │
│ 17 │ f(x)=    1.3885 │   3.94e-08 │     1.336   0.05264    │
│ 18 │ f(x)=   0.91888 │   4.25e-08 │    0.8657   0.05313    │
│ 19 │ f(x)=   0.52432 │   1.57e-08 │    0.4701   0.05419    │
│ 20 │ f(x)=   0.44626 │   1.11e-08 │    0.3925   0.05373    │
│ 21 │ f(x)=   0.37552 │    1.1e-08 │    0.3217    0.0538    │
│ 22 │ f(x)=   0.24904 │    9.7e-09 │    0.1943    0.0547    │
│ 23 │ f(x)=   0.24513 │   2.14e-08 │    0.1915   0.05361    │
│ 24 │ f(x)=   0.17588 │   9.03e-09 │    0.1225   0.05334    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039679
   Total Core solution elapsed time:       3.96383
   Linear solver elapsed time:             3.36843 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 11/31, alpha value: 1e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.3972    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195   7.5e-05    │
│  4 │ f(x)=    2648.8 │   1.75e-05 │      2649    0.1324    │
│  5 │ f(x)=    506.33 │    3.4e-06 │     506.3  0.007926    │
│  6 │ f(x)=     747.1 │   7.52e-06 │       747    0.1063    │
│  7 │ f(x)=    165.17 │   1.41e-06 │     165.1   0.02843    │
│  8 │ f(x)=     112.7 │    1.6e-06 │     112.6   0.06515    │
│  9 │ f(x)=    75.277 │   6.93e-07 │     75.22   0.05695    │
│ 10 │ f(x)=    51.914 │   4.13e-07 │     51.85   0.06289    │
│ 11 │ f(x)=    26.538 │   2.72e-07 │     26.45   0.08494    │
│ 12 │ f(x)=     15.34 │   1.65e-07 │     15.25   0.09009    │
│ 13 │ f(x)=    9.9083 │   1.14e-07 │     9.818   0.08979    │
│ 14 │ f(x)=    5.8778 │   9.68e-08 │     5.786   0.09155    │
│ 15 │ f(x)=    2.5582 │   9.29e-08 │     2.458    0.1005    │
│ 16 │ f(x)=    1.7765 │   3.88e-08 │     1.678   0.09881    │
│ 17 │ f(x)=    1.4188 │   3.94e-08 │     1.318    0.1011    │
│ 18 │ f(x)=   0.95274 │   4.21e-08 │    0.8517     0.101    │
│ 19 │ f(x)=   0.56408 │   1.58e-08 │    0.4627    0.1014    │
│ 20 │ f(x)=     0.488 │   1.12e-08 │    0.3884   0.09956    │
│ 21 │ f(x)=   0.41705 │   1.12e-08 │    0.3184   0.09862    │
│ 22 │ f(x)=   0.28568 │      1e-08 │     0.189   0.09667    │
│ 23 │ f(x)=   0.28121 │   2.25e-08 │    0.1903   0.09089    │
│ 24 │ f(x)=   0.20437 │   9.54e-09 │    0.1145   0.08988    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039813
   Total Core solution elapsed time:       4.03256
   Linear solver elapsed time:             3.44036 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 12/31, alpha value: 1.9953e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-31    │
│  2 │ f(x)=     71316 │   0.000249 │ 7.132e+04    0.7924    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0001496    │
│  4 │ f(x)=    2646.5 │   1.75e-05 │      2646    0.2636    │
│  5 │ f(x)=    505.83 │    3.4e-06 │     505.8   0.01581    │
│  6 │ f(x)=    744.93 │    7.5e-06 │     744.7    0.2113    │
│  7 │ f(x)=    164.78 │   1.41e-06 │     164.7   0.05669    │
│  8 │ f(x)=    112.47 │   1.59e-06 │     112.3    0.1293    │
│  9 │ f(x)=    75.295 │   6.93e-07 │     75.18    0.1133    │
│ 10 │ f(x)=    51.727 │   4.11e-07 │      51.6     0.125    │
│ 11 │ f(x)=    26.608 │   2.72e-07 │     26.44    0.1681    │
│ 12 │ f(x)=    15.398 │   1.64e-07 │     15.22    0.1775    │
│ 13 │ f(x)=    9.9877 │   1.14e-07 │     9.812    0.1754    │
│ 14 │ f(x)=    5.9387 │   9.68e-08 │     5.762    0.1771    │
│ 15 │ f(x)=    2.6183 │   9.23e-08 │     2.428    0.1904    │
│ 16 │ f(x)=    1.8337 │   3.87e-08 │     1.649    0.1851    │
│ 17 │ f(x)=    1.4709 │   3.93e-08 │     1.284    0.1873    │
│ 18 │ f(x)=    1.0103 │   4.16e-08 │    0.8264     0.184    │
│ 19 │ f(x)=   0.63073 │   1.61e-08 │    0.4515    0.1793    │
│ 20 │ f(x)=   0.55607 │   1.16e-08 │    0.3829    0.1732    │
│ 21 │ f(x)=   0.48233 │    1.2e-08 │     0.314    0.1683    │
│ 22 │ f(x)=    0.3383 │    1.1e-08 │    0.1828    0.1555    │
│ 23 │ f(x)=   0.32401 │   2.36e-08 │    0.1865    0.1375    │
│ 24 │ f(x)=   0.23509 │   1.04e-08 │    0.1012    0.1339    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037875
   Total Core solution elapsed time:       4.01017
   Linear solver elapsed time:             3.4055  (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 13/31, alpha value: 3.9811e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.581    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0002986    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641    0.5236    │
│  5 │ f(x)=    504.84 │    3.4e-06 │     504.8   0.03154    │
│  6 │ f(x)=    740.62 │   7.47e-06 │     740.2    0.4182    │
│  7 │ f(x)=       164 │    1.4e-06 │     163.9     0.113    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2555    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2244    │
│ 10 │ f(x)=    51.343 │   4.07e-07 │      51.1    0.2478    │
│ 11 │ f(x)=    26.736 │   2.73e-07 │     26.41      0.33    │
│ 12 │ f(x)=    15.505 │   1.64e-07 │     15.16    0.3454    │
│ 13 │ f(x)=    10.129 │   1.15e-07 │     9.793    0.3359    │
│ 14 │ f(x)=    6.0385 │    9.7e-08 │     5.706    0.3329    │
│ 15 │ f(x)=    2.7172 │   9.13e-08 │     2.372     0.345    │
│ 16 │ f(x)=    1.9222 │   3.89e-08 │     1.594    0.3282    │
│ 17 │ f(x)=    1.5474 │   3.95e-08 │     1.221    0.3262    │
│ 18 │ f(x)=     1.095 │   4.08e-08 │    0.7836    0.3114    │
│ 19 │ f(x)=   0.72886 │   1.74e-08 │    0.4387    0.2902    │
│ 20 │ f(x)=   0.65102 │   1.27e-08 │    0.3776    0.2734    │
│ 21 │ f(x)=    0.5688 │   1.37e-08 │    0.3102    0.2586    │
│ 22 │ f(x)=   0.40718 │   1.27e-08 │    0.1807    0.2265    │
│ 23 │ f(x)=   0.35477 │   1.95e-08 │    0.1576    0.1972    │
│ 24 │ f(x)=   0.28407 │   9.59e-09 │   0.09237    0.1917    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037509
   Total Core solution elapsed time:       4.03228
   Linear solver elapsed time:             3.41936 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 14/31, alpha value: 7.9433e-17
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-30    │
│  2 │ f(x)=     71318 │   0.000249 │ 7.132e+04     3.155    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195 0.0005957    │
│  4 │ f(x)=    2632.6 │   1.75e-05 │      2632     1.035    │
│  5 │ f(x)=    502.88 │   3.39e-06 │     502.8   0.06289    │
│  6 │ f(x)=    732.15 │   7.42e-06 │     731.3    0.8211    │
│  7 │ f(x)=    162.48 │   1.38e-06 │     162.3    0.2249    │
│  8 │ f(x)=    111.16 │   1.55e-06 │     110.7    0.4996    │
│  9 │ f(x)=     75.39 │   6.99e-07 │     74.95    0.4418    │
│ 10 │ f(x)=    50.528 │      4e-07 │     50.04     0.488    │
│ 11 │ f(x)=    26.939 │   2.73e-07 │      26.3    0.6385    │
│ 12 │ f(x)=    15.686 │   1.64e-07 │     15.03    0.6564    │
│ 13 │ f(x)=    10.347 │   1.15e-07 │     9.727    0.6193    │
│ 14 │ f(x)=    6.1591 │   9.76e-08 │     5.566     0.593    │
│ 15 │ f(x)=    2.8498 │    8.9e-08 │      2.27    0.5799    │
│ 16 │ f(x)=    2.0279 │   3.93e-08 │     1.493    0.5346    │
│ 17 │ f(x)=    1.6307 │   3.96e-08 │     1.112     0.519    │
│ 18 │ f(x)=    1.1982 │   3.85e-08 │    0.7189    0.4792    │
│ 19 │ f(x)=   0.86622 │   2.08e-08 │    0.4383    0.4279    │
│ 20 │ f(x)=   0.77055 │   1.41e-08 │    0.3755    0.3951    │
│ 21 │ f(x)=    0.6789 │   1.52e-08 │    0.3095    0.3694    │
│ 22 │ f(x)=   0.53209 │   1.29e-08 │    0.1964    0.3357    │
│ 23 │ f(x)=   0.48606 │   1.48e-08 │    0.1726    0.3134    │
│ 24 │ f(x)=   0.45428 │    7.4e-09 │    0.1458    0.3085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.04114
   Total Core solution elapsed time:       3.99619
   Linear solver elapsed time:             3.39537 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
------------------------------------------------------------
      alpha iteration: 15/31, alpha value: 1.5849e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-30    │
│  2 │ f(x)=     71321 │   0.000249 │ 7.132e+04     6.294    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.001188    │
│  4 │ f(x)=    2614.6 │   1.74e-05 │      2613     2.027    │
│  5 │ f(x)=    498.99 │   3.37e-06 │     498.9    0.1253    │
│  6 │ f(x)=    715.74 │    7.3e-06 │     714.2     1.586    │
│  7 │ f(x)=    159.59 │   1.34e-06 │     159.1    0.4465    │
│  8 │ f(x)=     109.6 │   1.51e-06 │     108.6    0.9585    │
│  9 │ f(x)=    75.481 │   7.07e-07 │     74.62    0.8584    │
│ 10 │ f(x)=      48.7 │   3.84e-07 │     47.75    0.9505    │
│ 11 │ f(x)=    27.145 │   2.73e-07 │     25.94     1.202    │
│ 12 │ f(x)=    15.936 │   1.64e-07 │     14.74     1.191    │
│ 13 │ f(x)=    10.553 │   1.17e-07 │     9.487     1.066    │
│ 14 │ f(x)=    6.1427 │   9.86e-08 │     5.177    0.9655    │
│ 15 │ f(x)=    2.9664 │   8.05e-08 │     2.076    0.8903    │
│ 16 │ f(x)=    2.1124 │   3.89e-08 │     1.309    0.8031    │
│ 17 │ f(x)=     1.701 │   3.68e-08 │    0.9295    0.7715    │
│ 18 │ f(x)=    1.3505 │   3.01e-08 │    0.6506    0.6999    │
│ 19 │ f(x)=    1.1135 │   2.42e-08 │    0.4919    0.6217    │
│ 20 │ f(x)=   0.98023 │   1.54e-08 │    0.4035    0.5768    │
│ 21 │ f(x)=   0.89005 │   1.36e-08 │    0.3359    0.5542    │
│ 22 │ f(x)=   0.80506 │      1e-08 │    0.2687    0.5364    │
│ 23 │ f(x)=   0.77753 │   9.51e-09 │     0.254    0.5236    │
│ 24 │ f(x)=    0.7725 │   5.22e-09 │    0.2529    0.5196    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038703
   Total Core solution elapsed time:       3.93255
   Linear solver elapsed time:             3.34467 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 16/31, alpha value: 3.1623e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-30    │
│  2 │ f(x)=     71328 │   0.000249 │ 7.132e+04     12.56    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.002371    │
│  4 │ f(x)=    2579.7 │   1.72e-05 │      2576     3.899    │
│  5 │ f(x)=    491.37 │   3.34e-06 │     491.1    0.2491    │
│  6 │ f(x)=    684.91 │   7.08e-06 │     681.9     2.971    │
│  7 │ f(x)=    154.31 │   1.26e-06 │     153.4    0.8809    │
│  8 │ f(x)=    106.96 │   1.42e-06 │     105.2     1.772    │
│  9 │ f(x)=     75.54 │   7.22e-07 │     73.91     1.626    │
│ 10 │ f(x)=    44.378 │   3.49e-07 │     42.55     1.826    │
│ 11 │ f(x)=    26.817 │   2.68e-07 │     24.66     2.155    │
│ 12 │ f(x)=    16.012 │   1.64e-07 │     14.03     1.986    │
│ 13 │ f(x)=    10.337 │   1.21e-07 │     8.699     1.638    │
│ 14 │ f(x)=    5.5311 │   9.32e-08 │     4.102     1.429    │
│ 15 │ f(x)=    3.1484 │    5.6e-08 │     1.806     1.343    │
│ 16 │ f(x)=     2.315 │   3.11e-08 │     1.092     1.223    │
│ 17 │ f(x)=    1.8526 │   2.32e-08 │     0.751     1.102    │
│ 18 │ f(x)=    1.6139 │   2.65e-08 │    0.6366    0.9773    │
│ 19 │ f(x)=    1.4507 │   1.58e-08 │    0.5291    0.9216    │
│ 20 │ f(x)=    1.3946 │   7.97e-09 │    0.4847    0.9099    │
│ 21 │ f(x)=    1.3627 │   4.73e-09 │    0.4615    0.9012    │
│ 22 │ f(x)=    1.3529 │   2.96e-09 │    0.4574    0.8955    │
│ 23 │ f(x)=    1.3518 │   1.53e-09 │    0.4584    0.8934    │
│ 24 │ f(x)=    1.3503 │   1.11e-09 │    0.4562    0.8941    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038139
   Total Core solution elapsed time:       3.8483 
   Linear solver elapsed time:             3.26105 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 17/31, alpha value: 6.3096e-16
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-29    │
│  2 │ f(x)=     71340 │   0.000249 │ 7.132e+04     25.06    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195  0.004729    │
│  4 │ f(x)=    2514.6 │   1.69e-05 │      2507     7.231    │
│  5 │ f(x)=    476.73 │   3.27e-06 │     476.2     0.492    │
│  6 │ f(x)=    630.13 │   6.69e-06 │     624.9     5.245    │
│  7 │ f(x)=    145.64 │   1.12e-06 │     143.9     1.711    │
│  8 │ f(x)=    103.26 │   1.28e-06 │     100.2     3.061    │
│  9 │ f(x)=    75.109 │   7.54e-07 │     72.17     2.936    │
│ 10 │ f(x)=    35.538 │   2.92e-07 │     32.03     3.504    │
│ 11 │ f(x)=    23.763 │   2.37e-07 │     20.43     3.337    │
│ 12 │ f(x)=    12.756 │    1.5e-07 │     10.16     2.596    │
│ 13 │ f(x)=    8.4958 │   1.21e-07 │     6.236     2.259    │
│ 14 │ f(x)=    4.2447 │   1.44e-07 │     2.058     2.186    │
│ 15 │ f(x)=    3.7719 │   4.92e-08 │     1.792      1.98    │
│ 16 │ f(x)=    3.5023 │   4.11e-08 │     1.557     1.945    │
│ 17 │ f(x)=    2.9667 │   5.72e-08 │     1.111     1.856    │
│ 18 │ f(x)=    2.7003 │   4.19e-08 │    0.9679     1.732    │
│ 19 │ f(x)=    2.4567 │   1.29e-08 │    0.8783     1.578    │
│ 20 │ f(x)=    2.4154 │   8.32e-09 │     0.861     1.554    │
│ 21 │ f(x)=    2.3868 │    5.1e-09 │    0.8364      1.55    │
│ 22 │ f(x)=    2.3732 │   2.58e-09 │    0.8241     1.549    │
│ 23 │ f(x)=     2.368 │   1.47e-09 │    0.8177      1.55    │
│ 24 │ f(x)=    2.3671 │   1.04e-09 │    0.8168      1.55    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.0372 
   Total Core solution elapsed time:       3.71373
   Linear solver elapsed time:             3.15608 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 18/31, alpha value: 1.2589e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-29    │
│  2 │ f(x)=     71365 │    0.00025 │ 7.132e+04        50    │
│  3 │ f(x)=    1194.8 │   5.01e-06 │      1195  0.009429    │
│  4 │ f(x)=    2400.9 │   1.64e-05 │      2388     12.48    │
│  5 │ f(x)=    449.89 │   3.14e-06 │     448.9    0.9526    │
│  6 │ f(x)=    542.72 │   6.03e-06 │     534.4     8.318    │
│  7 │ f(x)=     134.5 │   9.25e-07 │     131.3     3.189    │
│  8 │ f(x)=    99.858 │   1.09e-06 │     95.13     4.728    │
│  9 │ f(x)=    71.497 │   8.08e-07 │     66.59     4.908    │
│ 10 │ f(x)=    27.361 │   2.91e-07 │     22.58     4.781    │
│ 11 │ f(x)=    18.463 │   1.81e-07 │     14.19     4.269    │
│ 12 │ f(x)=    13.458 │   1.52e-07 │     9.475     3.983    │
│ 13 │ f(x)=     9.126 │   1.55e-07 │     5.443     3.683    │
│ 14 │ f(x)=    6.0482 │   1.09e-07 │     2.429     3.619    │
│ 15 │ f(x)=    5.5774 │   7.11e-08 │     2.322     3.255    │
│ 16 │ f(x)=    5.1381 │   5.25e-08 │     2.029     3.109    │
│ 17 │ f(x)=    4.3403 │   2.96e-08 │     1.498     2.842    │
│ 18 │ f(x)=     4.243 │   1.55e-08 │     1.539     2.704    │
│ 19 │ f(x)=    4.2032 │   1.01e-08 │     1.532     2.671    │
│ 20 │ f(x)=    4.1959 │      5e-09 │     1.534     2.662    │
│ 21 │ f(x)=     4.186 │   3.03e-09 │     1.526      2.66    │
│ 22 │ f(x)=    4.1745 │   1.95e-09 │     1.514     2.661    │
│ 23 │ f(x)=    4.1698 │   8.56e-10 │     1.509     2.661    │
│ 24 │ f(x)=    4.1694 │   7.63e-10 │     1.508     2.661    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038366
   Total Core solution elapsed time:       3.57333
   Linear solver elapsed time:             3.03804 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 19/31, alpha value: 2.5119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-29    │
│  2 │ f(x)=     71415 │    0.00025 │ 7.132e+04     99.76    │
│  3 │ f(x)=    1194.9 │      5e-06 │      1195   0.01879    │
│  4 │ f(x)=    2229.3 │   1.55e-05 │      2210     18.88    │
│  5 │ f(x)=    406.67 │   2.92e-06 │     404.9     1.731    │
│  6 │ f(x)=     428.3 │   5.09e-06 │     417.1     11.18    │
│  7 │ f(x)=    127.62 │   8.59e-07 │     122.2     5.376    │
│  8 │ f(x)=    99.767 │   9.13e-07 │     93.47     6.301    │
│  9 │ f(x)=    50.151 │   7.36e-07 │     42.46     7.691    │
│ 10 │ f(x)=    25.942 │    2.9e-07 │     19.57     6.376    │
│ 11 │ f(x)=    17.735 │   1.49e-07 │      11.3     6.435    │
│ 12 │ f(x)=    14.856 │   1.54e-07 │     8.565     6.291    │
│ 13 │ f(x)=    10.305 │   1.29e-07 │     4.442     5.863    │
│ 14 │ f(x)=    7.9344 │   9.54e-08 │     2.604      5.33    │
│ 15 │ f(x)=    7.5698 │   8.64e-08 │     2.521     5.048    │
│ 16 │ f(x)=    7.5498 │   2.22e-08 │     2.934     4.616    │
│ 17 │ f(x)=    7.4841 │   1.98e-08 │     2.894      4.59    │
│ 18 │ f(x)=    7.4563 │   1.59e-08 │     2.958     4.498    │
│ 19 │ f(x)=    7.3577 │   1.14e-08 │     2.862     4.496    │
│ 20 │ f(x)=    7.3385 │   7.56e-09 │     2.857     4.482    │
│ 21 │ f(x)=    7.3376 │   2.51e-09 │     2.855     4.483    │
│ 22 │ f(x)=      7.34 │   1.37e-09 │     2.858     4.482    │
│ 23 │ f(x)=    7.3403 │   2.24e-09 │     2.858     4.483    │
│ 24 │ f(x)=    7.3399 │   2.28e-09 │     2.857     4.483    │
│ 25 │ f(x)=    7.3397 │   2.31e-09 │     2.857     4.483    │
│ 26 │ f(x)=    7.3396 │   2.33e-09 │     2.857     4.483    │
│ 27 │ f(x)=    7.3396 │   2.34e-09 │     2.857     4.483    │
│ 28 │ f(x)=    7.3396 │   2.35e-09 │     2.857     4.483    │
│ 29 │ f(x)=    7.3396 │   2.36e-09 │     2.857     4.483    │
│ 30 │ f(x)=    7.3395 │   2.36e-09 │     2.857     4.483    │
│ 31 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 32 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 33 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 34 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 35 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 36 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 37 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 38 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 39 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
│ 40 │ f(x)=    7.3395 │   2.37e-09 │     2.857     4.483    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03738
   Total Core solution elapsed time:       3.91158
   Linear solver elapsed time:             3.25703 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 20/31, alpha value: 5.0119e-15
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-29    │
│  2 │ f(x)=     71514 │    0.00025 │ 7.132e+04       199    │
│  3 │ f(x)=      1195 │      5e-06 │      1195   0.03739    │
│  4 │ f(x)=    2048.3 │   1.46e-05 │      2024     24.08    │
│  5 │ f(x)=    360.35 │   2.64e-06 │     357.7     2.687    │
│  6 │ f(x)=    325.84 │   4.11e-06 │     313.1     12.77    │
│  7 │ f(x)=    119.09 │   8.06e-07 │     113.1     6.017    │
│  8 │ f(x)=     95.44 │   6.52e-07 │     88.47     6.972    │
│  9 │ f(x)=    56.855 │      8e-07 │     46.92     9.931    │
│ 10 │ f(x)=    39.071 │   4.61e-07 │     29.55     9.516    │
│ 11 │ f(x)=    24.564 │   1.86e-07 │     14.58     9.987    │
│ 12 │ f(x)=    21.157 │      2e-07 │     11.15     10.01    │
│ 13 │ f(x)=    15.703 │   1.63e-07 │     6.414     9.289    │
│ 14 │ f(x)=    13.315 │   1.76e-07 │      4.56     8.755    │
│ 15 │ f(x)=    12.983 │   8.69e-08 │     5.057     7.927    │
│ 16 │ f(x)=     13.11 │   2.89e-08 │     5.509     7.601    │
│ 17 │ f(x)=    12.992 │   7.42e-08 │     5.144     7.849    │
│ 18 │ f(x)=    12.988 │   7.43e-08 │     5.139     7.849    │
│ 19 │ f(x)=    12.988 │   7.49e-08 │     5.136     7.853    │
│ 20 │ f(x)=    12.991 │   7.79e-08 │      5.12     7.871    │
│ 21 │ f(x)=    12.991 │   8.06e-08 │     5.104     7.887    │
│ 22 │ f(x)=     12.99 │   8.25e-08 │     5.091     7.899    │
│ 23 │ f(x)=    12.991 │   8.38e-08 │     5.084     7.907    │
│ 24 │ f(x)=     12.99 │   8.47e-08 │     5.077     7.913    │
│ 25 │ f(x)=    12.991 │   8.54e-08 │     5.074     7.917    │
│ 26 │ f(x)=     12.99 │   8.58e-08 │     5.071      7.92    │
│ 27 │ f(x)=     12.99 │   8.62e-08 │     5.068     7.922    │
│ 28 │ f(x)=    12.989 │   8.64e-08 │     5.066     7.923    │
│ 29 │ f(x)=    12.989 │   8.65e-08 │     5.064     7.924    │
│ 30 │ f(x)=    12.988 │   8.66e-08 │     5.063     7.925    │
│ 31 │ f(x)=    12.988 │   8.67e-08 │     5.063     7.925    │
│ 32 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 33 │ f(x)=    12.988 │   8.68e-08 │     5.062     7.926    │
│ 34 │ f(x)=    12.988 │   8.68e-08 │     5.061     7.926    │
│ 35 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 36 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 37 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 38 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 39 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.926    │
│ 40 │ f(x)=    12.987 │   8.69e-08 │     5.061     7.927    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.03766
   Total Core solution elapsed time:       3.75618
   Linear solver elapsed time:             3.12502 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 21/31, alpha value: 1e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-28    │
│  2 │ f(x)=     71712 │   0.000251 │ 7.132e+04     397.2    │
│  3 │ f(x)=    1195.3 │   4.99e-06 │      1195   0.07421    │
│  4 │ f(x)=    2034.2 │   1.44e-05 │      1998     36.28    │
│  5 │ f(x)=     370.6 │   2.67e-06 │     366.8     3.796    │
│  6 │ f(x)=    313.11 │   3.94e-06 │     296.6     16.48    │
│  7 │ f(x)=    125.45 │    7.9e-07 │     117.9     7.531    │
│  8 │ f(x)=    102.68 │   6.55e-07 │      93.8     8.884    │
│  9 │ f(x)=    58.868 │    7.4e-07 │     44.27     14.59    │
│ 10 │ f(x)=    42.858 │   3.92e-07 │     28.75     14.11    │
│ 11 │ f(x)=    30.214 │   2.06e-07 │     15.55     14.66    │
│ 12 │ f(x)=    27.069 │   2.27e-07 │     12.64     14.43    │
│ 13 │ f(x)=    23.067 │   2.36e-07 │     8.939     14.13    │
│ 14 │ f(x)=    22.643 │   1.56e-07 │       9.7     12.94    │
│ 15 │ f(x)=    22.918 │   7.35e-08 │     10.63     12.29    │
│ 16 │ f(x)=    22.676 │   1.41e-07 │      9.84     12.84    │
│ 17 │ f(x)=    22.669 │   1.41e-07 │     9.832     12.84    │
│ 18 │ f(x)=    22.668 │   1.42e-07 │     9.826     12.84    │
│ 19 │ f(x)=    22.671 │   1.45e-07 │     9.804     12.87    │
│ 20 │ f(x)=    22.668 │   1.48e-07 │     9.778     12.89    │
│ 21 │ f(x)=    22.663 │   1.51e-07 │     9.757     12.91    │
│ 22 │ f(x)=    22.663 │   1.52e-07 │     9.746     12.92    │
│ 23 │ f(x)=     22.66 │   1.53e-07 │     9.736     12.92    │
│ 24 │ f(x)=    22.657 │   1.54e-07 │     9.727     12.93    │
│ 25 │ f(x)=    22.655 │   1.54e-07 │     9.721     12.93    │
│ 26 │ f(x)=    22.653 │   1.55e-07 │     9.716     12.94    │
│ 27 │ f(x)=    22.651 │   1.55e-07 │     9.713     12.94    │
│ 28 │ f(x)=     22.65 │   1.55e-07 │      9.71     12.94    │
│ 29 │ f(x)=     22.65 │   1.55e-07 │     9.709     12.94    │
│ 30 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 31 │ f(x)=    22.649 │   1.56e-07 │     9.707     12.94    │
│ 32 │ f(x)=    22.649 │   1.56e-07 │     9.706     12.94    │
│ 33 │ f(x)=    22.648 │   1.56e-07 │     9.706     12.94    │
│ 34 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 35 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 36 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 37 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 38 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 39 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
│ 40 │ f(x)=    22.648 │   1.56e-07 │     9.705     12.94    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038551
   Total Core solution elapsed time:       3.48131
   Linear solver elapsed time:             2.90275 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 22/31, alpha value: 1.9953e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  3.88e-28    │
│  2 │ f(x)=     72108 │   0.000253 │ 7.132e+04     792.4    │
│  3 │ f(x)=    1195.9 │   4.97e-06 │      1196    0.1465    │
│  4 │ f(x)=    2249.2 │   1.52e-05 │      2170     78.89    │
│  5 │ f(x)=    455.91 │   3.14e-06 │     450.1     5.763    │
│  6 │ f(x)=    537.82 │   6.68e-06 │     467.6     70.18    │
│  7 │ f(x)=    174.46 │   1.51e-06 │     160.5        14    │
│  8 │ f(x)=    144.68 │   1.36e-06 │     130.8     13.91    │
│  9 │ f(x)=    115.64 │   8.91e-07 │     102.3     13.33    │
│ 10 │ f(x)=    61.962 │   4.33e-07 │      39.9     22.06    │
│ 11 │ f(x)=    53.493 │   9.28e-07 │     28.45     25.04    │
│ 12 │ f(x)=    49.873 │   3.75e-07 │     28.32     21.56    │
│ 13 │ f(x)=    46.699 │    2.3e-07 │     26.23     20.47    │
│ 14 │ f(x)=    43.816 │   2.46e-07 │     24.24     19.57    │
│ 15 │ f(x)=    40.609 │   1.99e-07 │     21.69     18.92    │
│ 16 │ f(x)=    39.455 │   4.62e-07 │        20     19.45    │
│ 17 │ f(x)=     38.82 │   8.48e-08 │     20.27     18.55    │
│ 18 │ f(x)=    38.667 │   5.97e-08 │     20.08     18.58    │
│ 19 │ f(x)=    38.202 │   5.57e-08 │     19.58     18.62    │
│ 20 │ f(x)=    37.955 │   1.12e-07 │     19.18     18.77    │
│ 21 │ f(x)=    37.924 │   2.27e-08 │     19.24     18.69    │
│ 22 │ f(x)=    37.924 │   1.12e-08 │     19.25     18.67    │
│ 23 │ f(x)=    37.924 │   1.93e-08 │     19.24     18.68    │
│ 24 │ f(x)=    37.884 │   8.41e-09 │     19.18      18.7    │
│ 25 │ f(x)=     37.89 │   6.51e-09 │      19.2     18.69    │
│ 26 │ f(x)=    37.883 │   7.86e-09 │     19.18      18.7    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040811
   Total Core solution elapsed time:       3.74742
   Linear solver elapsed time:             3.14202 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 23/31, alpha value: 3.9811e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.742e-28    │
│  2 │ f(x)=     72896 │   0.000256 │ 7.132e+04      1581    │
│  3 │ f(x)=      1197 │   4.93e-06 │      1197    0.2863    │
│  4 │ f(x)=    1854.5 │   1.38e-05 │      1744     110.7    │
│  5 │ f(x)=    363.81 │   2.86e-06 │     350.1      13.7    │
│  6 │ f(x)=    554.86 │   9.89e-06 │     387.8       167    │
│  7 │ f(x)=    223.29 │   1.96e-06 │     207.5      15.8    │
│  8 │ f(x)=    189.12 │   1.58e-06 │     172.7     16.37    │
│  9 │ f(x)=    158.91 │   1.06e-06 │     144.4     14.47    │
│ 10 │ f(x)=    100.33 │   8.39e-07 │     76.79     23.54    │
│ 11 │ f(x)=    89.996 │   2.69e-06 │     43.01     46.99    │
│ 12 │ f(x)=    81.884 │   5.22e-07 │     54.14     27.74    │
│ 13 │ f(x)=    80.243 │   3.75e-07 │     53.47     26.78    │
│ 14 │ f(x)=    74.268 │    3.9e-07 │     48.44     25.83    │
│ 15 │ f(x)=    71.276 │      5e-07 │     45.88      25.4    │
│ 16 │ f(x)=      67.8 │   2.32e-07 │     42.17     25.63    │
│ 17 │ f(x)=    66.774 │   1.68e-07 │     41.44     25.34    │
│ 18 │ f(x)=    65.473 │   1.77e-07 │     40.26     25.21    │
│ 19 │ f(x)=    64.258 │   2.01e-07 │     38.77     25.49    │
│ 20 │ f(x)=    63.946 │   7.84e-08 │     38.49     25.45    │
│ 21 │ f(x)=    63.789 │   5.39e-08 │     38.34     25.45    │
│ 22 │ f(x)=    63.627 │   4.51e-08 │     38.15     25.48    │
│ 23 │ f(x)=    63.534 │   9.03e-08 │     38.06     25.48    │
│ 24 │ f(x)=    63.523 │    1.4e-08 │     38.08     25.44    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039969
   Total Core solution elapsed time:       3.54377
   Linear solver elapsed time:             3.00292 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 24/31, alpha value: 7.9433e-14
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.545e-27    │
│  2 │ f(x)=     74470 │   0.000264 │ 7.132e+04      3155    │
│  3 │ f(x)=    1199.2 │   4.87e-06 │      1199    0.5484    │
│  4 │ f(x)=    774.16 │   9.13e-06 │       660     114.1    │
│  5 │ f(x)=     335.5 │   8.34e-06 │     254.7     80.77    │
│  6 │ f(x)=    270.28 │   4.66e-06 │     239.5     30.82    │
│  7 │ f(x)=     206.2 │   1.18e-06 │     188.9     17.28    │
│  8 │ f(x)=    191.31 │   1.14e-06 │     173.2     18.06    │
│  9 │ f(x)=    160.85 │   1.43e-06 │     142.6      18.3    │
│ 10 │ f(x)=    146.16 │   4.31e-06 │     99.12     47.04    │
│ 11 │ f(x)=    123.96 │   7.27e-07 │     98.56     25.39    │
│ 12 │ f(x)=    120.61 │    4.9e-07 │     95.68     24.94    │
│ 13 │ f(x)=    114.64 │   5.39e-07 │     88.28     26.36    │
│ 14 │ f(x)=    108.99 │   1.14e-06 │     79.71     29.28    │
│ 15 │ f(x)=    106.18 │   4.61e-07 │     77.69     28.49    │
│ 16 │ f(x)=    104.33 │   3.08e-07 │     75.91     28.42    │
│ 17 │ f(x)=     102.8 │    2.8e-07 │     74.24     28.56    │
│ 18 │ f(x)=    100.88 │   7.13e-07 │     71.33     29.54    │
│ 19 │ f(x)=    100.39 │   1.43e-07 │     71.32     29.06    │
│ 20 │ f(x)=    100.22 │   9.97e-08 │     71.18     29.04    │
│ 21 │ f(x)=     99.68 │   1.09e-07 │     70.62     29.06    │
│ 22 │ f(x)=    99.264 │   1.07e-07 │     70.31     28.95    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.039922
   Total Core solution elapsed time:       3.09073
   Linear solver elapsed time:             2.61259 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 25/31, alpha value: 1.5849e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 3.082e-27    │
│  2 │ f(x)=     77610 │   0.000284 │ 7.132e+04      6294    │
│  3 │ f(x)=    1203.3 │    4.8e-06 │      1202     1.011    │
│  4 │ f(x)=    328.68 │    7.4e-06 │       219     109.7    │
│  5 │ f(x)=    455.44 │   2.08e-05 │     199.6     255.9    │
│  6 │ f(x)=    286.08 │   6.46e-06 │     212.1     74.02    │
│  7 │ f(x)=       277 │   2.54e-06 │     245.8     31.22    │
│  8 │ f(x)=    237.11 │   1.81e-06 │     210.7     26.39    │
│  9 │ f(x)=    193.38 │   2.74e-06 │     169.3     24.07    │
│ 10 │ f(x)=     187.1 │    5.3e-06 │     148.9     38.24    │
│ 11 │ f(x)=    174.07 │   1.18e-06 │     154.4     19.67    │
│ 12 │ f(x)=    170.97 │   8.01e-07 │     152.1     18.82    │
│ 13 │ f(x)=    163.81 │    8.7e-07 │     144.1     19.71    │
│ 14 │ f(x)=    157.24 │   1.22e-06 │     135.7     21.52    │
│ 15 │ f(x)=    148.14 │   7.94e-07 │     123.2     24.92    │
│ 16 │ f(x)=    143.35 │   5.68e-07 │     117.6     25.77    │
│ 17 │ f(x)=    140.07 │   1.07e-06 │     112.6     27.46    │
│ 18 │ f(x)=    139.75 │   2.69e-07 │     113.4      26.3    │
│ 19 │ f(x)=    139.78 │   1.65e-07 │     113.7     26.09    │
│ 20 │ f(x)=    139.77 │   2.48e-07 │     113.5     26.26    │
│ 21 │ f(x)=    139.76 │   2.49e-07 │     113.5     26.26    │
│ 22 │ f(x)=    139.76 │    2.5e-07 │     113.5     26.26    │
│ 23 │ f(x)=    139.76 │   2.54e-07 │     113.5     26.27    │
│ 24 │ f(x)=    139.77 │   2.59e-07 │     113.5     26.28    │
│ 25 │ f(x)=    139.76 │   2.62e-07 │     113.5     26.28    │
│ 26 │ f(x)=    139.76 │   2.64e-07 │     113.5     26.29    │
│ 27 │ f(x)=    139.76 │   2.66e-07 │     113.5     26.29    │
│ 28 │ f(x)=    139.76 │   2.67e-07 │     113.5     26.29    │
│ 29 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 30 │ f(x)=    139.76 │   2.68e-07 │     113.5     26.29    │
│ 31 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 32 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 33 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 34 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 35 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 36 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 37 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 38 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 39 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
│ 40 │ f(x)=    139.76 │   2.69e-07 │     113.5      26.3    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of function calls exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037004
   Total Core solution elapsed time:       3.55296
   Linear solver elapsed time:             2.95382 (83%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 26/31, alpha value: 3.1623e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294  6.15e-27    │
│  2 │ f(x)=     83874 │   0.000334 │ 7.132e+04 1.256e+04    │
│  3 │ f(x)=    1210.5 │    4.8e-06 │      1209     1.738    │
│  4 │ f(x)=    506.75 │    8.9e-06 │     419.4     87.32    │
│  5 │ f(x)=    446.42 │   2.49e-05 │     213.4       233    │
│  6 │ f(x)=    316.22 │   4.77e-06 │     254.4     61.87    │
│  7 │ f(x)=    299.43 │   3.25e-06 │     247.9     51.51    │
│  8 │ f(x)=    256.47 │   4.06e-06 │     217.7      38.8    │
│  9 │ f(x)=    228.37 │   3.74e-06 │     200.6     27.73    │
│ 10 │ f(x)=    232.34 │   1.11e-05 │     178.1     54.26    │
│ 11 │ f(x)=    214.17 │   5.78e-06 │     185.7     28.42    │
│ 12 │ f(x)=     202.2 │   1.36e-06 │     182.1      20.1    │
│ 13 │ f(x)=    200.37 │   1.11e-06 │     181.6     18.78    │
│ 14 │ f(x)=    196.33 │   1.34e-06 │     178.7     17.63    │
│ 15 │ f(x)=    190.45 │   2.51e-06 │     172.3     18.18    │
│ 16 │ f(x)=    184.77 │    1.4e-06 │     167.3     17.49    │
│ 17 │ f(x)=    178.36 │   9.27e-07 │     160.4     17.98    │
│ 18 │ f(x)=    175.09 │   1.26e-06 │     156.2     18.94    │
│ 19 │ f(x)=    173.88 │   4.34e-07 │       155     18.85    │
│ 20 │ f(x)=    173.88 │   2.46e-07 │     155.3     18.57    │
│ 21 │ f(x)=    173.87 │   3.74e-07 │     155.1     18.77    │
│ 22 │ f(x)=    173.74 │   1.92e-07 │     155.3     18.43    │
│ 23 │ f(x)=    173.49 │   1.73e-07 │     154.9     18.56    │
│ 24 │ f(x)=    173.28 │   7.69e-08 │     154.6     18.63    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.038326
   Total Core solution elapsed time:       3.05735
   Linear solver elapsed time:             2.57901 (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 27/31, alpha value: 6.3096e-13
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.227e-26    │
│  2 │ f(x)=     96374 │   0.000463 │ 7.132e+04 2.506e+04    │
│  3 │ f(x)=    1220.7 │   5.17e-06 │      1218     2.747    │
│  4 │ f(x)=    803.79 │   1.05e-05 │     746.4     57.41    │
│  5 │ f(x)=    486.58 │   2.52e-05 │     311.5       175    │
│  6 │ f(x)=    404.52 │   7.55e-06 │     309.5     95.03    │
│  7 │ f(x)=    391.83 │   5.62e-06 │     320.6     71.25    │
│  8 │ f(x)=    334.87 │   6.84e-06 │     275.2     59.65    │
│  9 │ f(x)=    267.47 │   6.44e-06 │     228.2      39.3    │
│ 10 │ f(x)=    292.34 │   2.26e-05 │     197.7     94.63    │
│ 11 │ f(x)=    249.38 │   9.38e-06 │     210.2     39.18    │
│ 12 │ f(x)=    230.49 │   2.77e-06 │     202.3     28.19    │
│ 13 │ f(x)=    227.02 │   1.92e-06 │     202.1     24.94    │
│ 14 │ f(x)=    223.02 │   2.08e-06 │     200.6      22.4    │
│ 15 │ f(x)=    217.02 │   3.26e-06 │       198     19.04    │
│ 16 │ f(x)=     209.3 │   2.61e-06 │     193.8     15.52    │
│ 17 │ f(x)=       204 │   1.75e-06 │     191.3     12.74    │
│ 18 │ f(x)=    200.27 │    2.3e-06 │     188.7     11.54    │
│ 19 │ f(x)=    199.22 │   1.16e-06 │     188.3     10.88    │
│ 20 │ f(x)=    199.04 │   4.76e-07 │     188.4     10.68    │
│ 21 │ f(x)=    198.83 │   2.83e-07 │     188.2     10.66    │
│ 22 │ f(x)=    198.42 │   2.33e-07 │     187.7     10.73    │
│ 23 │ f(x)=    198.15 │   3.63e-07 │     187.3     10.88    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.043469
   Total Core solution elapsed time:       2.96217
   Linear solver elapsed time:             2.50352 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 28/31, alpha value: 1.2589e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 2.448e-26    │
│  2 │ f(x)=1.2131e+05 │   0.000758 │ 7.132e+04     5e+04    │
│  3 │ f(x)=    1223.5 │   7.24e-06 │      1218     5.481    │
│  4 │ f(x)=    1022.5 │   1.16e-05 │     989.3     33.28    │
│  5 │ f(x)=    683.56 │   2.96e-05 │     536.1     147.5    │
│  6 │ f(x)=    577.58 │    1.1e-05 │     469.9     107.7    │
│  7 │ f(x)=    549.24 │   9.18e-06 │     463.2     86.04    │
│  8 │ f(x)=    458.84 │   1.14e-05 │     382.5     76.32    │
│  9 │ f(x)=    338.95 │   1.22e-05 │     275.2     63.75    │
│ 10 │ f(x)=    353.31 │   3.76e-05 │     207.9     145.4    │
│ 11 │ f(x)=    296.66 │   1.92e-05 │     226.2     70.47    │
│ 12 │ f(x)=    264.73 │    5.2e-06 │     219.1     45.63    │
│ 13 │ f(x)=    259.17 │   3.62e-06 │     219.4     39.79    │
│ 14 │ f(x)=    252.24 │   3.87e-06 │     217.1      35.1    │
│ 15 │ f(x)=    242.18 │   5.91e-06 │       214     28.19    │
│ 16 │ f(x)=    230.92 │   5.22e-06 │     210.7     20.25    │
│ 17 │ f(x)=    222.89 │   3.51e-06 │     209.5     13.35    │
│ 18 │ f(x)=    216.54 │    4.2e-06 │     208.9     7.667    │
│ 19 │ f(x)=    215.18 │    3.7e-06 │     208.4     6.772    │
│ 20 │ f(x)=    214.25 │   1.05e-06 │     208.3     5.937    │
│ 21 │ f(x)=    214.02 │   6.32e-07 │     208.2     5.769    │
│ 22 │ f(x)=    213.56 │   5.64e-07 │     207.9     5.675    │
│ 23 │ f(x)=    213.21 │   5.86e-07 │     207.5     5.733    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040501
   Total Core solution elapsed time:       2.99523
   Linear solver elapsed time:             2.53559 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 29/31, alpha value: 2.5119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 4.885e-26    │
│  2 │ f(x)=1.7108e+05 │    0.00139 │ 7.132e+04 9.976e+04    │
│  3 │ f(x)=    1228.9 │   1.33e-05 │      1218     10.94    │
│  4 │ f(x)=    1151.7 │   1.21e-05 │      1134     17.99    │
│  5 │ f(x)=     889.9 │   1.67e-05 │     813.2     76.67    │
│  6 │ f(x)=    732.72 │   3.17e-05 │     597.5     135.2    │
│  7 │ f(x)=    723.66 │   1.49e-05 │     637.5     86.12    │
│  8 │ f(x)=    667.62 │   1.09e-05 │       600     67.66    │
│  9 │ f(x)=    538.85 │    1.7e-05 │     469.4     69.44    │
│ 10 │ f(x)=    384.08 │   1.72e-05 │     314.4      69.7    │
│ 11 │ f(x)=    436.76 │   6.77e-05 │     213.5     223.2    │
│ 12 │ f(x)=    336.07 │   3.16e-05 │     241.6     94.42    │
│ 13 │ f(x)=    300.11 │   7.93e-06 │     236.9     63.19    │
│ 14 │ f(x)=     295.1 │   5.57e-06 │     238.9     56.17    │
│ 15 │ f(x)=    284.12 │   7.87e-06 │     235.9     48.22    │
│ 16 │ f(x)=    264.81 │   1.15e-05 │     228.6     36.18    │
│ 17 │ f(x)=    246.59 │   1.85e-05 │     219.9     26.72    │
│ 18 │ f(x)=    231.07 │    6.7e-06 │     219.5     11.56    │
│ 19 │ f(x)=    225.58 │   3.84e-06 │     219.1     6.499    │
│ 20 │ f(x)=    223.17 │   2.84e-06 │     218.8     4.384    │
│ 21 │ f(x)=    222.47 │   4.84e-06 │     218.5      3.95    │
│ 22 │ f(x)=    221.59 │   1.02e-06 │     218.4     3.145    │
│ 23 │ f(x)=    221.47 │   6.48e-07 │     218.4     3.085    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037497
   Total Core solution elapsed time:       3.06046
   Linear solver elapsed time:             2.58674 (85%)

   Total elapsed time: 0 hrs 0 min 3 sec
------------------------------------------------------------
      alpha iteration: 30/31, alpha value: 5.0119e-12
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 9.746e-26    │
│  2 │ f(x)=2.7036e+05 │    0.00266 │ 7.132e+04  1.99e+05    │
│  3 │ f(x)=    1239.8 │   2.67e-05 │      1218     21.82    │
│  4 │ f(x)=    1221.8 │   1.25e-05 │      1212      9.37    │
│  5 │ f(x)=      1178 │   9.84e-06 │      1167     11.12    │
│  6 │ f(x)=    1095.7 │   1.57e-05 │      1069     26.73    │
│  7 │ f(x)=    964.08 │   2.33e-05 │     909.3     54.77    │
│  8 │ f(x)=    763.52 │   2.36e-05 │     658.8     104.8    │
│  9 │ f(x)=    633.85 │   1.83e-05 │     524.7     109.1    │
│ 10 │ f(x)=    463.52 │   2.55e-05 │     353.7     109.8    │
│ 11 │ f(x)=    416.05 │   2.96e-05 │     310.7     105.4    │
│ 12 │ f(x)=    405.46 │   1.38e-05 │     322.3     83.13    │
│ 13 │ f(x)=    387.64 │   1.11e-05 │     314.5      73.1    │
│ 14 │ f(x)=    360.09 │   1.57e-05 │     291.3     68.81    │
│ 15 │ f(x)=    309.28 │   2.15e-05 │     253.5     55.77    │
│ 16 │ f(x)=    273.31 │   3.89e-05 │     223.8     49.52    │
│ 17 │ f(x)=    243.49 │   1.36e-05 │     224.4     19.05    │
│ 18 │ f(x)=    233.58 │   7.35e-06 │     225.2     8.414    │
│ 19 │ f(x)=    229.03 │   5.67e-06 │     224.8     4.212    │
│ 20 │ f(x)=    227.95 │   9.66e-06 │     224.7     3.283    │
│ 21 │ f(x)=    226.31 │   2.19e-06 │     224.6     1.735    │
│ 22 │ f(x)=    226.05 │   1.31e-06 │     224.5     1.583    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.037096
   Total Core solution elapsed time:       2.85358
   Linear solver elapsed time:             2.42357 (85%)

   Total elapsed time: 0 hrs 0 min 2 sec
------------------------------------------------------------
      alpha iteration: 31/31, alpha value: 1e-11
------------------------------------------------------------
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 1.945e-25    │
│  2 │ f(x)=4.6847e+05 │    0.00522 │ 7.132e+04 3.972e+05    │
│  3 │ f(x)=    1261.5 │   5.43e-05 │      1218     43.54    │
│  4 │ f(x)=    1256.5 │   1.26e-05 │      1252     4.789    │
│  5 │ f(x)=    1248.1 │   8.31e-06 │      1244     3.961    │
│  6 │ f(x)=    1180.1 │   1.62e-05 │      1165      15.5    │
│  7 │ f(x)=    1118.9 │   2.31e-05 │      1089     29.63    │
│  8 │ f(x)=    1022.4 │   2.22e-05 │     971.7      50.7    │
│  9 │ f(x)=    810.58 │   5.55e-05 │     690.7     119.9    │
│ 10 │ f(x)=    699.58 │   2.22e-05 │     592.2     107.4    │
│ 11 │ f(x)=    636.15 │   1.96e-05 │     543.5     92.63    │
│ 12 │ f(x)=    566.63 │   2.29e-05 │     473.1     93.57    │
│ 13 │ f(x)=    484.12 │    5.7e-05 │       356     128.1    │
│ 14 │ f(x)=     459.3 │   2.05e-05 │     368.1     91.21    │
│ 15 │ f(x)=    430.26 │   1.96e-05 │     353.5     76.79    │
│ 16 │ f(x)=    352.38 │    3.2e-05 │     294.1     58.27    │
│ 17 │ f(x)=    271.51 │   3.78e-05 │     240.9     30.61    │
│ 18 │ f(x)=    319.35 │   9.28e-05 │     243.6     75.75    │
│ 19 │ f(x)=    248.24 │   3.35e-05 │     229.5     18.74    │
│ 20 │ f(x)=    233.89 │   1.12e-05 │     228.4     5.526    │
│ 21 │ f(x)=    230.82 │   5.51e-06 │       228     2.773    │
│ 22 │ f(x)=    229.56 │   5.42e-06 │     227.8     1.782    │
│ 23 │ f(x)=     228.6 │   7.33e-06 │     227.4      1.24    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.040052
   Total Core solution elapsed time:       3.10269
   Linear solver elapsed time:             2.6181  (84%)

   Total elapsed time: 0 hrs 0 min 3 sec
INFO: the outlog will look better if only md.verbose.control is turned on
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:

┌────┬─────────────────┬────────────┬────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions │
├────┼─────────────────┼────────────┼────────────────────────┤
│  1 │ f(x)=    1293.7 │   5.16e-06 │      1294 7.779e-31    │
│  2 │ f(x)=     71317 │   0.000249 │ 7.132e+04     1.589    │
│  3 │ f(x)=    1194.7 │   5.01e-06 │      1195    0.0003    │
│  4 │ f(x)=    2641.8 │   1.75e-05 │      2641     0.526    │
│  5 │ f(x)=    504.83 │    3.4e-06 │     504.8   0.03169    │
│  6 │ f(x)=    740.58 │   7.47e-06 │     740.2    0.4202    │
│  7 │ f(x)=    163.99 │    1.4e-06 │     163.9    0.1135    │
│  8 │ f(x)=    112.02 │   1.58e-06 │     111.8    0.2567    │
│  9 │ f(x)=    75.329 │   6.95e-07 │      75.1    0.2255    │
│ 10 │ f(x)=    51.339 │   4.07e-07 │     51.09     0.249    │
│ 11 │ f(x)=    26.737 │   2.73e-07 │     26.41    0.3316    │
│ 12 │ f(x)=    15.506 │   1.64e-07 │     15.16     0.347    │
│ 13 │ f(x)=     10.13 │   1.15e-07 │     9.793    0.3374    │
│ 14 │ f(x)=    6.0393 │    9.7e-08 │     5.705    0.3343    │
│ 15 │ f(x)=    2.7181 │   9.13e-08 │     2.372    0.3463    │
│ 16 │ f(x)=    1.9229 │   3.89e-08 │     1.594    0.3294    │
│ 17 │ f(x)=     1.548 │   3.95e-08 │     1.221    0.3274    │
│ 18 │ f(x)=    1.0957 │   4.08e-08 │    0.7833    0.3124    │
│ 19 │ f(x)=   0.72964 │   1.74e-08 │    0.4386     0.291    │
│ 20 │ f(x)=   0.65174 │   1.27e-08 │    0.3776    0.2742    │
│ 21 │ f(x)=   0.56945 │   1.37e-08 │    0.3102    0.2592    │
│ 22 │ f(x)=   0.40776 │   1.27e-08 │    0.1807     0.227    │
│ 23 │ f(x)=   0.35508 │   1.94e-08 │    0.1573    0.1977    │
│ 24 │ f(x)=   0.28474 │   9.57e-09 │   0.09248    0.1923    │
└────┴─────────────────┴────────────┴────────────────────────┘
   Maximum number of iterations exceeded
write lock file:

   FemModel initialization elapsed time:   0.038301
   Total Core solution elapsed time:       3.98762
   Linear solver elapsed time:             3.39894 (85%)

   Total elapsed time: 0 hrs 0 min 4 sec
SUCCESS
finished: LcurveAnalysis
starting: Mesh

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2567
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 1572
Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 4616
SUCCESS
finished: Mesh
starting: Pig

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

Construction of a mesh from a given geometry
Anisotropic mesh adaptation
   new number of triangles = 2085
   Loading SeaRISE data from NetCDF
   Interpolating surface and ice base
   Constructing thickness
   Interpolating temperatures
   Loading velocities data from NetCDF
   Set observed velocities
   Set Pressure
   Construct ice rheological properties
   Interpolating surface mass balance
   Set geothermal heat flux
   Construct basal friction parameters
   Set boundary conditions
      boundary conditions for stressbalance model: spc set as observed velocities
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   Initialize M1QN3 parameters
   Computing initial solution

┌────┬─────────────────┬────────────┬──────────────────────────────┐
│Iter│  Cost function  │ Grad. norm │  List of contributions       │
├────┼─────────────────┼────────────┼──────────────────────────────┤
│  1 │ f(x)=     10690 │       51.3 │      1475      9214 3.271e-11│
│  2 │ f(x)=    3165.2 │        6.8 │      68.4      3097 5.082e-10│
│  3 │ f(x)=    2709.5 │       5.43 │     51.99      2658 6.208e-10│
│  4 │ f(x)=      1527 │       2.59 │     19.93      1507 1.367e-09│
│  5 │ f(x)=    948.76 │       1.43 │     8.873     939.9 2.507e-09│
│  6 │ f(x)=    538.96 │      0.704 │     3.362     535.6 4.587e-09│
│  7 │ f(x)=    320.85 │      0.352 │     1.654     319.2 7.502e-09│
│  8 │ f(x)=    198.61 │      0.154 │     1.284     197.3 1.178e-08│
│  9 │ f(x)=    157.58 │      0.319 │     1.336     156.2 1.612e-08│
│ 10 │ f(x)=     134.5 │      0.116 │     1.478       133 1.929e-08│
│ 11 │ f(x)=    129.99 │     0.0779 │     1.476     128.5 1.983e-08│
│ 12 │ f(x)=    122.97 │     0.0862 │     1.467     121.5 2.173e-08│
│ 13 │ f(x)=    119.93 │     0.0654 │     1.461     118.5 2.225e-08│
│ 14 │ f(x)=    114.49 │     0.0559 │     1.408     113.1 2.332e-08│
│ 15 │ f(x)=    111.94 │     0.0419 │     1.394     110.5 2.418e-08│
│ 16 │ f(x)=    110.08 │     0.0324 │     1.399     108.7 2.511e-08│
│ 17 │ f(x)=    106.57 │     0.0347 │     1.392     105.2 2.754e-08│
│ 18 │ f(x)=    104.78 │     0.0645 │     1.351     103.4 3.038e-08│
│ 19 │ f(x)=    103.26 │     0.0712 │     1.319     101.9 3.056e-08│
│ 20 │ f(x)=    103.49 │     0.0697 │     1.293     102.2 3.191e-08│
│ 21 │ f(x)=    102.85 │     0.0361 │     1.296     101.6 3.106e-08│
│ 22 │ f(x)=    102.51 │     0.0854 │     1.293     101.2 3.086e-08│
└────┴─────────────────┴────────────┴──────────────────────────────┘
   Maximum number of iterations exceeded
   preparing final solution
write lock file:

   FemModel initialization elapsed time:   0.048168
   Total Core solution elapsed time:       5.55403
   Linear solver elapsed time:             3.4299  (62%)

   Total elapsed time: 0 hrs 0 min 5 sec
   Extruding mesh
   Using HO Ice Flow Model
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.107845
   Total Core solution elapsed time:       1.84282
   Linear solver elapsed time:             1.11547 (61%)

   Total elapsed time: 0 hrs 0 min 1 sec
SUCCESS
finished: Pig
starting: PigSensitivity

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.059983
   Total Core solution elapsed time:       8.48695
   Linear solver elapsed time:             4.93982 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.057483
   Total Core solution elapsed time:       8.47145
   Linear solver elapsed time:             4.97233 (59%)

   Total elapsed time: 0 hrs 0 min 8 sec
NOTE: using observed velocities to create constraints along new boundary
      boundary conditions for stressbalance model: spc set as observed velocities
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.058689
   Total Core solution elapsed time:       8.73439
   Linear solver elapsed time:             5.03972 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
write lock file:

   FemModel initialization elapsed time:   0.055387
   Total Core solution elapsed time:       8.35848
   Linear solver elapsed time:             4.87739 (58%)

   Total elapsed time: 0 hrs 0 min 8 sec
SUCCESS
finished: PigSensitivity
starting: SquareIceShelf

                            &lt; M A T L A B (R) &gt;
                  Copyright 1984-2023 The MathWorks, Inc.
              R2023b Update 6 (23.2.0.2485118) 64-bit (maci64)
                             December 28, 2023

 
To get started, type doc.
For product information, visit www.mathworks.com.
 

  ISSM development path correctly loaded

      creating thickness
      creating drag
      initial velocity
      creating flow law parameter
      creating boundary conditions
      boundary conditions for stressbalance model: spc set as zero
      no smb.mass_balance specified: values set as zero
      no basalforcings.groundedice_melting_rate specified: values set as zero
      no basalforcings.floatingice_melting_rate specified: values set as zero
      no balancethickness.thickening_rate specified: values set as zero
      no thermal boundary conditions created: no observed temperature found
checking model consistency
marshalling file Square.bin
uploading input file and queuing script
launching solution sequence on remote cluster

Ice-sheet and Sea-level System Model (ISSM) version  4.24
(website: <a href='http://issm.jpl.nasa.gov'>http://issm.jpl.nasa.gov</a> forum: <a href='https://issm.ess.uci.edu/forum/'>https://issm.ess.uci.edu/forum/</a>)

call computational core:
   computing new velocity
write lock file:

   FemModel initialization elapsed time:   0.03202
   Total Core solution elapsed time:       0.21716
   Linear solver elapsed time:             0.188985 (87%)

   Total elapsed time: 0 hrs 0 min 0 sec
loading results from cluster
SUCCESS
finished: SquareIceShelf
-----------End of matlab_log.log-----------
Build step 'Execute shell' marked build as failure
Recording test results
Finished: FAILURE